阅读说明：本技术 冷却塔钢管混凝土x形斜支柱的临时支撑结构及施工方法 (Temporary support structure of cooling tower steel pipe concrete X-shaped oblique strut and construction method ) 是由 石彤宇 温国鹏 郭辉 娄忠辉 周智广 于 2021-09-09 设计创作，主要内容包括：本发明公开了一种冷却塔钢管混凝土X形斜支柱的临时支撑结构及施工方法,包括单根钢管,单根钢管的顶端与单榀X形斜支柱钢管架交叉处的拉板铰接,销轴以下的单根钢管和销轴以下的两根支柱钢管可拆式连接有至少两根连接杆,单根钢管的下端固连有牛腿,牛腿用于对称置于临时支撑基础上的两个千斤顶顶撑以调节单榀X形斜支柱钢管架及分段钢环梁的标高和与冷却塔中心的半径,单根钢管的底端有连接底板,多个螺帽旋紧在各自的预埋螺栓上将连接底板固紧,连接底板与临时支撑基础之间有至少一块钢垫片。该临时支撑结构具有调节单榀X形斜支柱钢管架及分段钢环梁标高和相对冷却塔中心半径的功能,且支撑可靠,安装和拆卸过程稳定、可靠和安全。(The invention discloses a temporary support structure of a cooling tower steel pipe concrete X-shaped oblique support and a construction method thereof. The temporary supporting structure has the functions of adjusting the elevation of the single X-shaped oblique support steel pipe frame and the sectional steel ring beam and the central radius of the relative cooling tower, and is reliable in supporting, stable, reliable and safe in installation and disassembly processes.)

1. The utility model provides a interim bearing structure of cooling tower steel pipe concrete X-shaped oblique pillar which characterized in that: the device comprises a single steel pipe, the top end of the single steel pipe is fixedly connected with transverse plates of symmetrically arranged clamping plates, two vertical plates of the clamping plates are hinged with pulling plates fixed at the intersection of a single X-shaped oblique strut steel pipe frame through a pin shaft and respective through holes, the single steel pipe below the pin shaft and the two strut steel pipes below the pin shaft are connected with at least two connecting rods, a temporary support foundation is arranged below the single steel pipe, the lower end of the single steel pipe is fixedly connected with a bracket, the bracket is used for being symmetrically arranged on the temporary support foundation to be propped by two jacks so as to adjust the elevation of the single X-shaped oblique strut steel pipe frame and a segmented steel ring beam and the radius of the center of a cooling tower, a connecting bottom plate is arranged at the bottom end of the single steel pipe, a plurality of first through holes for penetrating through a plurality of first bolts on the temporary support foundation one by one to one, and a plurality of nuts are correspondingly screwed on the respective first bolts one by one to fasten the connecting bottom plate, a plurality of steel gaskets are arranged between the connecting bottom plate and the temporary supporting foundation.

2. The temporary support structure for a cooling tower concrete filled steel tube X-shaped diagonal brace according to claim 1, wherein: the position of the pull plate extending downwards out of the intersection of the single X-shaped oblique strut steel pipe frame is provided with a second through hole, a groove for inserting the pull plate is formed between the two vertical plates of the clamping plate, the two vertical plates are provided with respective third through holes corresponding to the second through holes, the pin shaft is rotatably matched in the second through hole and the third through hole and is provided with an axial limiting structure, and the outer sides of the vertical plates and the transverse plate are fixedly connected with a clamping plate stiffening plate.

3. The temporary support structure for a cooling tower concrete filled steel tube X-shaped diagonal brace according to claim 1, wherein: the connecting rod is two, and two connecting rods are detachable connection with single steel pipe and two pillar steel pipes: one end of each connecting rod is connected with one support steel pipe in the single X-shaped inclined support steel pipe frame through a bolt and a nut, the other end of each connecting rod is connected with a single steel pipe through a bolt and a nut, and the connecting point of each connecting rod and the single steel pipe is positioned at the position of one half of the height of the single steel pipe.

4. The temporary support structure for a cooling tower concrete filled steel tube X-shaped diagonal strut according to claim 3, wherein: the concrete structure of connecting each connecting rod with the pillar steel pipe and the single steel pipe through the bolts and the nuts is that a first connecting lug is arranged on one side of the pillar steel pipe, a round through hole is formed in the first connecting lug, a first connecting block is arranged at one end of each connecting rod, a transverse long through hole is formed in the first connecting block, and a second bolt penetrates through the transverse long through hole and the round through hole and is screwed and fixed through the nuts; one side of single steel pipe is equipped with a second engaging lug, has a vertical microscler through-hole on the second engaging lug, and the other end of connecting rod has a second connecting block, has a circular through-hole on the second connecting block, and a third bolt passes circular through-hole and vertical microscler through-hole and closes fixedly by the nut soon.

5. The temporary support structure for a cooling tower concrete filled steel tube X-shaped diagonal brace according to claim 1, wherein: the corbels are two symmetrically arranged I-shaped steel sections, the inner end of each I-shaped steel section is an arc surface matched with the excircle of the circular single steel pipe and is welded and fixed with the excircle of the circular single steel pipe, the outer end of each I-shaped steel section is welded with a front corbel reinforcing plate and a rear corbel reinforcing plate, and corbel reinforcing plates are welded on the top plate of each I-shaped steel section and the excircle of the single steel pipe.

6. The temporary support structure for a cooling tower concrete filled steel tube X-shaped diagonal brace according to claim 1, wherein: the connecting bottom plate is a rectangular steel plate, the center of the connecting bottom plate is aligned with the circle center of the bottom end of the single steel pipe and is welded and fixed with the bottom end of the single steel pipe, the plurality of first through holes are uniformly distributed along the edge of the connecting bottom plate, and a plurality of radial connecting bottom plate stiffening plates are welded on the single steel pipe and the connecting bottom plate.

7. The temporary support structure for a cooling tower concrete filled steel tube X-shaped diagonal brace according to claim 1, wherein: the first bolt is a high-strength bolt, and the nut is connected with the connecting bottom plate and the high-strength bolt in a friction type manner.

8. A construction method of a temporary support structure of a cooling tower concrete filled steel tube X-shaped diagonal strut according to any one of claims 1 to 7, characterized by comprising the following construction steps:

1) hanging the steel pipe frames to a position above the intersection of the single X-shaped oblique support steel pipe frames by using a hanging hook, hanging the single X-shaped oblique support steel pipe frames to a preset position by using a crane, and enabling a constructor to penetrate through respective third through holes of two vertical plates of a clamping plate at the top end of each steel pipe and a second through hole inserted in a pulling plate between the two vertical plates by using a pin shaft to axially limit and complete hinging;

2) the crane continues to lift the single X-shaped oblique strut steel pipe frame to be suspended, at the moment, a single steel pipe is vertical, at least two connecting rods are lifted to a connecting position by another crane, and then constructors take the high-altitude platform operation vehicle to fix the height of the at least two connecting rods and the single steel pipe at one half of the height of the single steel pipe and the same horizontal position of the two strut steel pipes by bolts and nuts;

3) the crane continues to lift the crane to the mark positions of the buttress and the annular foundation at the bottom ends of two strut steel pipes of the single X-shaped oblique strut steel pipe frame, a plurality of first through holes on a connecting bottom plate at the bottom end of a single steel pipe simultaneously penetrate through a plurality of first bolts on the temporary support foundation one by one and fall on the temporary support foundation, the temporary support foundation is positioned at the inner sides of the bottom ends of the two strut steel pipes, the single steel pipe is in a vertical state, and the elevation of the top surface of the temporary support foundation is lower than the final elevation of the bottom surface of the connecting bottom plate so as to leave out an adjusting height;

4) loosening screw caps at two ends of the connecting rod, disengaging one end of the connecting rod or utilizing a vertical long through hole and a horizontal long through hole to avoid interference of the connecting rod on adjustment, symmetrically arranging two jacks on temporary support bases at two sides of a single steel pipe, symmetrically jacking the tops of the two jacks to brackets at two sides of the lower end of the single steel pipe, synchronously jacking two brackets, driving a single X-shaped oblique-support steel pipe frame to move vertically and horizontally through the single steel pipe and a hinge shaft, adjusting the elevation of the single X-shaped oblique-support steel pipe frame and a segmented steel ring beam and the radius of the center of a cooling tower to accurate positions, and tightly binding the connecting bottom plate and the temporary support bases by using a plurality of steel gaskets to firmly support;

5) after the top end of a single-X-shaped oblique support steel pipe frame, the top end of a segmented steel ring beam, the elevations of the bottom ends of two support steel pipes and the radius of the center of a cooling tower are accurate, the bottom ends of the two support steel pipes of the single-X-shaped oblique support steel pipe frame are welded and fixed with a buttress and pre-buried steel of an annular foundation, the segmented steel ring beam of the single-X-shaped oblique support steel pipe frame is welded and fixed with the segmented steel ring beam of the adjacent single-X-shaped oblique support steel pipe frame, nuts at two ends of a connecting rod are screwed and fixed, two jacks are unscrewed and taken away, and then the nuts are screwed on respective first bolts to fasten a connecting bottom plate;

6) repeating the steps 1) -5) until all single-beam X-shaped oblique strut steel pipe frames are hoisted to form complete annular X-shaped oblique strut steel pipe frames and integral steel ring beams, and pouring concrete in the steel pipes by adopting a one-step or sectional jacking method by injecting from the bottom one by one to obtain annular cooling tower steel pipe concrete X-shaped oblique struts and a temporary supporting structure;

7) and (3) after the concrete strength reaches the design requirement, dismantling the temporary supporting structure one by one:

(1) the constructor takes the high-altitude platform operation vehicle to unscrew and release bolts and nuts at two ends of the connecting rod, and then the connecting rod is hung on the ground by the crane;

(2) screwing out all nuts on a plurality of first bolts fixedly connected with the top surface of the bottom plate, symmetrically arranging two jacks on temporary support bases on two sides of a single steel pipe, symmetrically jacking the jacking heads of the two jacks to brackets on two sides of the lower end of the single steel pipe, synchronously jacking the two brackets, enabling a pin shaft at the top end of the single steel pipe, third through holes of two vertical plates of the clamping plate and a through second hole on the pulling plate to be loosened in the radial direction, then drawing out the pin shaft from the second through hole and the third through holes, staggering the pulling plate, enabling a first steel wire rope to penetrate through the two third through holes of the two vertical plates of the clamping plate and be hung on a lifting hook of a crane firmly, and drawing a steel gasket out of the temporary support bases and the connecting bottom plate;

(3) the top heads of the two jacks descend, the single steel pipe falls along with the two jacks, the clamping plate and the pulling plate are completely separated, and the crane lifts the single steel pipe to the ground;

repeating the operations of the steps (1)) - (3) until all temporary support structures of the annular cooling tower concrete-filled steel tube X-shaped diagonal struts are removed.

9. The method of constructing a temporary support structure for a cooling tower concrete filled steel tube X-stay according to claim 8, wherein: the first bolt is a high-strength bolt, the nut is screwed in the step 5) by adopting friction type connection, namely, the first bolt is firstly tightened and then is finally tightened, the first tightened high-strength bolt adopts an impact type electric wrench or a torque adjustable electric wrench, and the final tightened high-strength bolt adopts a torsional shear type electric wrench or a torque type electric wrench; the screwing-out nut in the step (2) in the step 7) adopts a torque type electric wrench.

Technical Field

The invention relates to the technical field of thermal power plant construction, in particular to a temporary support structure of a cooling tower concrete filled steel tube X-shaped oblique strut and a construction method. The temporary supporting structure of the natural ventilation cooling tower steel pipe concrete X-shaped oblique strut and the construction method are developed.

Background

Along with the wide application of the air cooling technology in large-capacity generating sets in northern coal-rich and water-deficient areas, matched air cooling towers are larger and larger in scale and higher in height, such as a natural ventilation cooling tower with the height of 188.00m, the diameter of 139.06m at the bottom, the diameter of 89.30m at the throat, the diameter of 93.30m at the outlet and the height of 29.60m at the air inlet.

The construction period of the corresponding natural draft cooling tower is longer and longer. In northern cold areas, the winter fallow period of 3-5 months is usually existed in winter due to the limitation of climate. In the winter rest period, the environmental temperature is low, the pouring and the solidification of the concrete can not be normally carried out, and the construction has to be stopped, so that the contradiction between the construction period of the natural ventilation cooling tower and the total progress of the project is more prominent. In each link of cooling tower construction, the annular foundation and the tower drum are limited by factors such as initial strength of concrete, skip construction, drum wall turnover rate and the like, so that a compressible space for a construction period is limited.

In order to shorten the construction period of the natural ventilation cooling tower, an electric power design unit adopts a concrete-filled steel tube X-shaped oblique support to replace a traditional reinforced concrete X-shaped oblique support, for example, the technical scheme disclosed by the application publication No. CN104372967A and the subsequent improved technical scheme disclosed by the application publication No. CN 110108151A.

The construction steps of the steel pipe concrete X-shaped oblique support columns of the two technical schemes are approximately as follows: the steel pipes, the web plates and the section steel are manufactured in sections and then assembled into a section steel ring beam and a support steel pipe, and then the steel ring beam and the support steel pipe are welded into a single X-shaped oblique support steel pipe frame; and after the steel pipe is hoisted in place and the single X-shaped oblique strut steel pipe frame is corrected, assembling the segmented steel ring beams of the single X-shaped oblique strut steel pipe frame into an integral steel ring beam by splicing, and pouring concrete in the steel pipe by adopting a bottom injection method and a one-step or segmented jacking method to obtain the annular steel pipe concrete composite structure of the X-shaped oblique strut. In the industry, a single-frame X-shaped oblique support steel pipe frame is called before concrete is poured, and an X-shaped oblique support is called after the concrete is poured. The improved reinforced single-truss X-shaped oblique strut steel pipe frame and the improved X-shaped oblique strut are additionally provided with pull plates, the pull plates are arranged at the interconnection positions of the four steel pipe limbs, and the pull plates and the four steel pipe limbs are welded to enhance the connection strength of the X-shaped intersection positions, namely the axial direction and the direction vertical to the X plane, of the four steel pipe limbs.

However, in the actual construction process of the reinforced concrete-filled steel tube X-shaped diagonal brace of the cooling tower after the above improvement, the applicant still encounters the following unsolved construction problems existing in the temporary hard support or construction support tube structure of the concrete-filled steel tube X-shaped diagonal brace: 1. the temporary hard support or construction support pipe has no adjusting function, and can not realize fine adjustment and correction of the spatial position of the single-beam X-shaped oblique support steel pipe frame, so that the process of assembling the segmented steel ring beams of the single-beam X-shaped oblique support steel pipe frame into the integral steel ring beam and the steel pipe concrete combined structure of the annular X-shaped oblique support becomes very difficult, and the construction efficiency is low. 2. Because the temporary hard support, or rigid construction support pipe, and the single X-shaped oblique strut steel pipe frame are welded and fixed, the height dimension is fixed, and when the temporary support function is needed, the height is not enough and the support function is not provided, or the height is exceeded, the single X-shaped oblique strut steel pipe frame and the adjacent single X-shaped oblique strut steel pipe frame can not be aligned and spliced to form the integral steel ring beam, even if the temporary hard support is used, the dismantling process is very difficult after the integral construction of the steel pipe concrete X-shaped oblique strut is finished. 3. Because the height of a single X-shaped oblique strut steel pipe frame is about 30m generally, and the height of a temporary hard support or construction support pipe is about 20m generally, but only one temporary hard support or construction support pipe with the top part welded and fixed with the cross point of the single X-shaped oblique strut steel pipe frame cannot form a firm, stable and reliable temporary support structure, the technical requirements of the whole construction process of integral hoisting, butt joint and closed ring formation of the single X-shaped oblique strut steel pipe frame on the firmness, stability and reliability of the temporary support cannot be met, and the construction quality and operation safety in the hoisting and installing process of the single X-shaped oblique strut steel pipe frame are more difficult to guarantee.

Disclosure of Invention

The invention aims to solve the technical problem of providing a temporary supporting structure of a cooling tower steel pipe concrete X-shaped oblique support, which has the functions of adjusting the elevations of a single-beam X-shaped oblique support steel pipe frame and a segmented steel ring beam and the radius of the center of the cooling tower relative to the elevation, is reliable in supporting and convenient to detach, and can completely meet the technical requirements of firmness, stability and reliability of the temporary supporting structure and safety guarantee in the whole construction process of integrally hoisting, butt-jointing and closing into a ring of the single-beam X-shaped oblique support steel pipe frame.

The invention provides a temporary supporting structure of a cooling tower steel pipe concrete X-shaped oblique strut, which comprises a single steel pipe, wherein the top end of the single steel pipe is fixedly connected with transverse plates of symmetrically arranged clamping plates, two vertical plates of the clamping plates are hinged with a pulling plate fixed at the intersection of a single X-shaped oblique strut steel pipe frame through a pin shaft and respective through holes, the single steel pipe below the pin shaft and the two strut steel pipes below the pin shaft are connected with at least two connecting rods, a temporary supporting base is arranged below the single steel pipe, the lower end of the single steel pipe is fixedly connected with a bracket, the bracket is used for being symmetrically arranged on two jack supports on the temporary supporting base to adjust the elevation of the single X-shaped oblique strut frame and a segmented steel ring beam and the radius of the center of a cooling tower, the bottom end of the single steel pipe is provided with a connecting bottom plate, the connecting bottom plate is provided with a plurality of first through holes for one-to-one-by-one corresponding to pass through a plurality of first bolts on the temporary supporting base, and a plurality of nuts are screwed on the respective first bolts in a one-to-one correspondence manner to fasten the connecting bottom plate, and a plurality of steel gaskets are arranged between the connecting bottom plate and the temporary supporting foundation.

After the structure is adopted, the temporary support structure of the cooling tower steel tube concrete X-shaped oblique strut has the following advantages:

the temporary support main component, namely a single steel pipe, is a main bearing component for hoisting a single X-shaped inclined strut steel pipe frame. Because the single X-shaped oblique strut steel pipe frame is of a bidirectional oblique structure and the installation and positioning requirements are extremely high, the temporary support structure has an adjusting function and can completely meet the high requirements of the installation and positioning. Although two symmetrical jacks corresponding to the brackets only lift upwards or retract downwards, namely only have the function of vertical movement, when the pin shaft and the connecting rod at the top end of a single steel pipe lift upwards, because the single X-shaped oblique support steel pipe frame is in an inclined state, the single X-shaped oblique support steel pipe frame simultaneously generates vertical change and horizontal change, the top end elevation and the bottom end elevation of the single X-shaped oblique support steel pipe frame and the elevation of the segmented steel ring beam can be adjusted to be increased or decreased, the radius of the single X-shaped oblique support steel pipe frame and the radius of the segmented steel ring beam relative to the center of the cooling tower can be adjusted to be increased or decreased, the adjustment is convenient and accurate, the single X-shaped oblique support steel pipe frame can be accurately positioned and butted one by one, and the requirement for fine adjustment of the single X-shaped oblique support steel pipe frame can be completely met.

The temporary supporting structure has the advantages that the upper end of a single steel pipe is hinged with the pull plate through the pin shaft, the connecting bottom plate at the bottom end is fastened by the first bolt and the first nut, and the steel gaskets are adaptive to different heights, so that the temporary supporting structure is simple in structure, convenient to manufacture and quick to install, can be adjusted in length and optimized in structure according to actual working conditions, is convenient and quick to disassemble under the cooperation of the jack, is flexible to use, can adapt to the hoisting of single-truss X-shaped inclined strut steel frames with different heights, diameters and scales, is few in components and convenient to transport, can be circularly used in the construction of a plurality of similar cooling tower steel pipe X-shaped inclined struts, and is high in applicability, high in turnover rate and wide in application range.

Because the single X-shaped oblique strut steel pipe frame only needs to be correspondingly provided with one temporary supporting structure, the top end of the single steel pipe and the single X-shaped oblique strut steel pipe frame can be connected in advance before being hoisted in place, so that the single X-shaped oblique strut steel pipe frame and the single steel pipe are integrally and synchronously hoisted, and the interference caused by the temporary support installed in advance to the hoisting and the in-place of the single X-shaped oblique strut steel pipe frame is avoided.

In addition, the temporary support structure adopts the connecting rods to form an independent triangular stable structure by the single steel pipe and the two support steel pipes of the single X-shaped oblique support steel pipe frame, so that the stability of the temporary support structure is greatly improved.

The temporary support structure of the cooling tower steel pipe concrete X-shaped oblique support can completely meet the technical requirements and safety guarantee that the temporary support structure is firm, stable and reliable in the whole construction process of integrally hoisting, butt-jointing and closed-loop single-beam X-shaped oblique support steel pipe frames.

Furthermore, a second through hole is formed in the position, extending downwards out of the intersection of the single X-shaped oblique strut steel pipe frame, of the pull plate, a groove for inserting the pull plate is formed between the two vertical plates of the clamping plate, the two vertical plates are provided with respective third through holes corresponding to the second through holes, the pin shaft is rotatably matched in the second through holes and the third through holes and is provided with an axial limiting structure, and the outer sides of the vertical plates and the transverse plate are fixedly connected with a clamping plate stiffening plate. After adopting above structure, hinge structure's mechanical properties is good, and sound construction is reliable, and simple structure, and assembly and dismantlement are all convenient.

Further, the connecting rod is two, and two connecting rods are detachable connection with single steel pipe and two pillar steel pipes: one end of each connecting rod is connected with one support steel pipe in the single X-shaped inclined support steel pipe frame through a bolt and a nut, the other end of each connecting rod is connected with a single steel pipe through a bolt and a nut, and the connecting point of each connecting rod and the single steel pipe is positioned at the position of one half of the height of the single steel pipe. By adopting the structure, an independent triangular stable structure is further formed by the single steel pipe and the two support steel pipes of the single X-shaped oblique support steel pipe frame, the stability of the temporary support structure is further improved, the temporary support structure is convenient for construction personnel to screw and fix during actual construction, and the temporary support structure can be detached to disconnect one end of the connecting rod when the elevation and the radius need to be adjusted, so that the interference on the adjustment of the elevation and the radius when the connecting rod is fixed can be completely avoided, and the adjustment is more accurate and convenient.

The concrete structure of connecting each connecting rod with the pillar steel pipe and the single steel pipe through the bolts and the nuts is that one side of the pillar steel pipe is provided with a first connecting lug, a circular through hole is arranged on the first connecting lug, one end of each connecting rod is provided with a first connecting block, a transverse long through hole is arranged on the first connecting block, and a second bolt penetrates through the transverse long through hole and the circular through hole and is screwed and fixed by the nuts; one side of single steel pipe is equipped with a second engaging lug, has a vertical microscler through-hole on the second engaging lug, and the other end of connecting rod has a second connecting block, has a circular through-hole on the second connecting block, and a third bolt passes circular through-hole and vertical microscler through-hole and closes fixedly by the nut soon. After concrete structure more than the spiro union adopts, both set up bolt and nut when hoist and mount and make the firm in connection of connecting rod and pillar steel pipe and single steel pipe reliable, hoist and mount and support of being convenient for can only loosen the nut soon and do not break away from the connection when height-adjusting and radius again, also can avoid the connecting rod to adjust the interference that elevation and radius probably produced when fixed completely, make the regulation more accurate more convenient to improve the efficiency of construction.

Furthermore, the corbels are two symmetrically arranged I-shaped steel sections, the inner end of each I-shaped steel section is an arc surface matched with the excircle of the round single steel pipe and is welded and fixed with the excircle of the round single steel pipe, the outer end of each I-shaped steel section is welded with a front corbel reinforcing plate and a rear corbel reinforcing plate, and a corbel reinforcing plate is welded on the top plate of each I-shaped steel section and the excircle of the single steel pipe. After the structure is adopted, the integral hoisting process of a single steel pipe along with a single X-shaped oblique support steel pipe frame is completely unaffected by the existence of the bracket, the mechanical property of the bracket is good, the structure is firm and reliable, the structure is simple, the welding and the assembling are convenient, the symmetrically arranged jacks can conveniently, sensitively and accurately adjust the elevation and the radius of the single X-shaped oblique support steel pipe frame through the bracket, and the working reliability is high.

Furthermore, the connecting bottom plate is a rectangular steel plate, the center of the connecting bottom plate is aligned with the center of the bottom of the single steel pipe and is welded and fixed with the center of the bottom of the single steel pipe, the plurality of first through holes are uniformly distributed along the edge of the connecting bottom plate, and a plurality of radial connecting bottom plate stiffening plates are welded on the single steel pipe and the connecting bottom plate. After the structure is adopted, the integral hoisting process of a single steel pipe along with a single X-shaped oblique strut steel pipe frame is completely unaffected by the existence of the connecting bottom plate, the connecting bottom plate is good in mechanical property, firm and reliable in structure, simple in structure, convenient to weld and assemble, easy to align the first through hole and the first bolt, and firm, stable and reliable in fixed connection of the temporary supporting structure and the temporary supporting foundation.

Furthermore, the first bolt is a high-strength bolt, and the nut is connected with the connecting bottom plate and the high-strength bolt in a friction type manner. After the structure is adopted, the temporary supporting structure is more firmly, stably and reliably fixedly connected with the temporary supporting foundation.

The invention aims to solve another technical problem of providing a construction method of a temporary support structure of a cooling tower steel pipe concrete X-shaped oblique support, wherein the construction method has an adjusting function, can realize that the temporary support structure drives a single-pin X-shaped oblique support steel pipe frame to move vertically and horizontally so as to achieve the technical effects of adjusting the elevation of the single-pin X-shaped oblique support steel pipe frame and a segmented steel ring beam and the radius of the center of a cooling tower, is reliable in support and convenient to disassemble, and can completely meet the technical requirements of firmness, stability and reliability of the temporary support structure in the whole construction process of integrally hoisting, butting and closing the single-pin X-shaped oblique support steel pipe frame into a ring.

Another technical solution of the present invention is to provide a method for constructing a temporary support structure of a cooling tower steel tube concrete X-shaped diagonal brace, including the following steps:

1) hanging the steel pipe frames to a position above the intersection of the single X-shaped oblique support steel pipe frames by using a hanging hook, hanging the single X-shaped oblique support steel pipe frames to a preset position by using a crane, and enabling a constructor to penetrate through respective third through holes of two vertical plates of a clamping plate at the top end of each steel pipe and a second through hole inserted in a pulling plate between the two vertical plates by using a pin shaft to axially limit and complete hinging;

2) the crane continues to lift the single X-shaped oblique strut steel pipe frame to be suspended, at the moment, a single steel pipe is vertical, at least two connecting rods are lifted to a connecting position by another crane, and then constructors take the high-altitude platform operation vehicle to fix the height of the at least two connecting rods and the single steel pipe at one half of the height of the single steel pipe and the same horizontal position of the two strut steel pipes by bolts and nuts;

3) the crane continues to lift the crane to the mark positions of the buttress and the annular foundation at the bottom ends of two strut steel pipes of the single X-shaped oblique strut steel pipe frame, a plurality of first through holes on a connecting bottom plate at the bottom end of a single steel pipe simultaneously penetrate through a plurality of first bolts on the temporary support foundation one by one and fall on the temporary support foundation, the temporary support foundation is positioned at the inner sides of the bottom ends of the two strut steel pipes, the single steel pipe is in a vertical state, and the elevation of the top surface of the temporary support foundation is lower than the final elevation of the bottom surface of the connecting bottom plate so as to leave out an adjusting height;

4) loosening screw caps at two ends of the connecting rod, disengaging one end of the connecting rod or utilizing a vertical long through hole and a horizontal long through hole to avoid possible interference of the connecting rod on adjustment, symmetrically arranging two jacks on temporary support bases at two sides of a single steel pipe, symmetrically jacking the tops of the two jacks to brackets at two sides of the lower end of the single steel pipe, synchronously jacking the two brackets, driving a single X-shaped oblique strut steel pipe frame to move vertically and horizontally through the single steel pipe and a hinge shaft, adjusting the elevation of the single X-shaped oblique strut steel pipe frame and a segmented steel ring beam and the radius of the center of a cooling tower to accurate positions, and tightly binding the connecting bottom plate and the temporary support bases by using a plurality of steel gaskets to firmly support;

5) after the top end of a single-X-shaped oblique support steel pipe frame, the top end of a segmented steel ring beam, the elevations of the bottom ends of two support steel pipes and the radius of the center of a cooling tower are accurate, the bottom ends of the two support steel pipes of the single-X-shaped oblique support steel pipe frame are welded and fixed with a buttress and pre-buried steel of an annular foundation, the segmented steel ring beam of the single-X-shaped oblique support steel pipe frame is welded and fixed with the segmented steel ring beam of the adjacent single-X-shaped oblique support steel pipe frame, nuts at two ends of a connecting rod are screwed and fixed, two jacks are unscrewed and taken away, and then the nuts are screwed on respective first bolts to fasten a connecting bottom plate;

6) repeating the steps 1) -5) until all single-beam X-shaped oblique support steel pipe frames are hoisted to form complete annular X-shaped support steel pipe frames and integral steel ring beams, and pouring concrete in the steel pipes by adopting a one-step or sectional jacking method by injecting from the bottom one by one to obtain annular cooling tower steel pipe concrete X-shaped oblique supports and temporary supporting structures;

7) and (3) after the concrete strength reaches the design requirement, dismantling the temporary supporting structure one by one:

(1) the constructor takes the high-altitude platform operation vehicle to unscrew and release bolts and nuts at two ends of the connecting rod, and then the connecting rod is hung on the ground by the crane;

(2) screwing out all nuts on a plurality of first bolts fixedly connected with the top surface of the bottom plate, symmetrically arranging two jacks on temporary support bases on two sides of a single steel pipe, symmetrically jacking the jacking heads of the two jacks to brackets on two sides of the lower end of the single steel pipe, synchronously jacking the two brackets, enabling a pin shaft at the top end of the single steel pipe and third through holes of two vertical plates of the clamping plate and second through holes on the pulling plate to be loosened in the radial direction, then drawing out the pin shaft from the second through holes and the third through holes, staggering the pulling plate, enabling a first steel wire rope to penetrate through the two third through holes of the two vertical plates of the clamping plate and be hung on a lifting hook of a crane firmly, and drawing a steel gasket out of the temporary support bases and the connection bottom plate;

(3) the top heads of the two jacks descend, the single steel pipe falls along with the two jacks, the clamping plate and the pulling plate are completely separated, and the crane lifts the single steel pipe to the ground;

repeating the operations of the steps (1)) - (3) until all temporary support structures of the annular cooling tower concrete-filled steel tube X-shaped diagonal struts are removed.

After the construction steps are adopted, the construction method of the temporary support structure of the cooling tower steel tube concrete X-shaped oblique strut has the following advantages:

the invention adopts a single steel pipe, namely a temporary support main member as a main bearing member for hoisting a single X-shaped inclined strut steel pipe frame.

In view of the fact that the single X-shaped oblique support steel pipe frame is of a two-way oblique structure and the installation and positioning requirements are extremely high, the construction method of the temporary support structure can adjust the elevations of the single X-shaped oblique support steel pipe frame and the segmented steel ring beam and the radius of the segmented steel ring beam relative to the center of the cooling tower, and can completely meet the high requirements of the installation and positioning. Although two symmetrical jacks corresponding to the brackets only lift upwards or retract downwards, namely only have the function of vertical movement, when a single steel pipe, namely a pin shaft at the top end of the temporary support main component, lifts upwards, the single X-shaped oblique support steel pipe frame is in an inclined state, so that the single X-shaped oblique support steel pipe frame simultaneously generates vertical change and horizontal change, the top elevation and the bottom elevation of the single X-shaped oblique support steel pipe frame and the elevation of the segmented steel ring beam can be adjusted to be increased or decreased, the radiuses of the single X-shaped oblique support steel pipe frame and the segmented steel ring beam relative to the center of the cooling tower can be adjusted to be increased or decreased, the adjustment is convenient and accurate, the single X-shaped oblique support steel pipe frame can be accurately positioned and butted one by one, and the requirement for fine adjustment of the single X-shaped oblique support steel pipe frame can be completely met.

Because single steel pipe upper end is articulated through round pin axle and arm-tie, the connection bottom plate of bottom has the bolt nut to fasten to there is the steel gasket to adapt to different height, make this interim bearing structure's simple structure, the preparation is convenient, the installation is swift, can carry out length adjustment and configuration optimization according to operating condition, dismantle also convenient and fast under the cooperation of jack, it is nimble to use, can adapt to different height, the hoist and mount of single pin X shape oblique strut frame of diameter and scale, and the component is small in quantity, the transportation is convenient, can circulate and use in the construction of a plurality of similar cooling tower steel pipe concrete X shape oblique struts, the suitability is strong, the turnover rate is high, wide application.

Because the single X-shaped oblique strut steel pipe frame is only required to be correspondingly provided with one temporary supporting structure, the top end of the single steel pipe and the single X-shaped oblique strut steel pipe frame can be connected before being hoisted in place, if hinging can be completed at the position about 1.5 meters away from the ground, and the connecting rod is welded and fixed when the single X-shaped oblique strut steel pipe frame and the single steel pipe are in a natural vertical state, so that the single X-shaped oblique strut steel pipe frame and the single steel pipe are integrally and synchronously hoisted, and the interference caused by the temporary support installation in advance when the single X-shaped oblique strut steel pipe frame is hoisted and placed in place is avoided.

In the construction method of the temporary supporting structure, the connecting rod is fixedly connected with the two support steel pipes of the single X-shaped inclined support steel pipe frame by bolts and nuts at the position which is half of the height of the single steel pipe, so that an independent triangular stable structure is formed, and the stability, the firmness, the reliability and the safety of the integral hoisting of the temporary supporting structure are greatly improved.

The construction method of the temporary support structure of the cooling tower steel pipe concrete X-shaped oblique support can completely meet the technical requirements and safety guarantee that the temporary support structure is firm, stable and reliable in the whole construction process of integrally hoisting, butt joint and closed ring of a single-beam X-shaped oblique support steel pipe frame.

Further, the bolts are high-strength bolts, the nuts are screwed in the step 5) by adopting friction type connection, namely, the high-strength bolts are firstly tightened and then tightened finally, the high-strength bolts are firstly tightened by adopting an impact type electric wrench or a torque adjustable electric wrench, and the high-strength bolts are finally tightened by adopting a torsional shear type electric wrench or a torque type electric wrench; the screwing-out nut in the step (2) in the step 7) adopts a torque type electric wrench. After the structure more than adopting, interim bearing structure's support fastness and reliable and stable nature are stronger, and it is more convenient and fast to screw fixedly and unscrew the dismantlement.

Drawings

Fig. 1 is a schematic side-down perspective structure view of a concrete filled steel tube X-shaped cross strut of a cooling tower in the prior art.

Fig. 2 is a schematic structural diagram of a concrete filled steel tube X-shaped cross strut of a cooling tower in a top view in the prior art.

Fig. 3 is a schematic front view showing the structure of the temporary support structure of the present invention installed on a single X-shaped oblique-support steel pipe frame (the temporary support foundation, bolts, buttresses, and ring foundation are omitted).

Fig. 4 is a schematic side view of the temporary support structure of the present invention mounted on a single X-shaped diagonal-support steel pipe frame.

Fig. 5 is a schematic front view of the splint fixedly connected to the top end of a single steel tube according to the present invention.

Fig. 6 is a schematic side view of the splint attached to the top end of a single steel tube according to the present invention.

Fig. 7 is a schematic cross-sectional top view of a portion of a splint attached to the top end of a single steel tube according to the present invention.

Fig. 8 is a front view schematically showing the structure of the temporary support foundation, the connection base plate, the jack and the corbel connected to the bottom end of the single steel pipe according to the present invention.

Fig. 9 is a schematic view of the connecting bottom plate and the jack in the invention, partly in cross section and in top view.

FIG. 10 is a schematic cross-sectional top view of the bracket of the present invention attached to the bottom end of a single steel tube.

Fig. 11 is a schematic view of the detachable connection structure of the connecting rod with the pillar steel pipe and the single steel pipe in the present invention (only the connection structure of one side of the single steel pipe is shown).

Shown in the figure: 1. integral steel ring beam, 2, X-shaped oblique support columns, 3, intersections, 4, buttresses, 5, annular foundation, 6, single-beam X-shaped oblique support steel pipe frame, 7, pulling plate, 8, clamping plate, 9, support steel pipe, 10, connecting rod, 11, single steel pipe, 12, bracket, 13, connecting bottom plate, 14, jack, 15, temporary supporting foundation, 16, first bolt, 17, steel gasket, 18, embedded steel, 19, lower lifting lug, 20, second steel wire rope, 21, upper lifting lug, 22, lifting hook, 23, transverse plate, 24, vertical plate, 25, third through hole, 26, clamping plate stiffening plate, 27, split pin, 28, pin shaft, 29, groove, 30, bracket stiffening plate, 31, bracket stiffening plate, 32, nut, 33, connecting bottom plate stiffening plate, 34, first through hole, 35, segmented steel ring beam, 36, first connecting stiffening lug, 37, first connecting block, 38, second connecting lug, 39. second bolt, 40, horizontal microscler through-hole, 41, second connecting block, 42, third bolt, 43, vertical microscler through-hole.

Detailed Description

The following further describes embodiments of the present invention with reference to the drawings. It is to be noted that the description of the embodiments is provided to aid understanding of the present invention, and is not intended to limit the present invention. In addition, the technical features involved in the respective embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.

The natural draft cooling tower in the prior art is larger and larger in scale and higher in height, such as the height of the natural draft cooling tower is 188.00m, the bottom diameter is 139.06m, the throat diameter is 89.30m, the outlet diameter is 93.30m, and the air inlet height is 29.60 m.

Referring to fig. 1 and 2, the number of the X-shaped oblique steel pipe concrete supports of the single-seat natural ventilation cooling tower can be 38, the diameter of the support steel pipe 9 of each X-shaped oblique support 2 is 1321mm, the wall thickness of the support steel pipe 9 is 18mm, the height of the top of the integral steel ring beam 1 at the top of the column is 30.10m, the weight of each X-shaped oblique support steel pipe frame 6 containing the segmented steel ring beam 35 is about 50 tons, and self-compacting compensation shrinkage concrete is poured into the steel pipe.

As shown in fig. 1 and 2, the prior art X-shaped oblique concrete filled steel tube support comprises an integral steel ring beam 1 at the top, an X-shaped oblique support connecting the integral steel ring beam 1, a pier 4 at the bottom and an annular foundation 5, wherein the upper part of each X-shaped oblique support 2 is an X-shaped intersection 3. In a top view, the integral steel ring beam 1 is positioned at the inner side, the buttresses 4 and the annular foundation 5 are positioned at the outer side, the X-shaped oblique support is positioned between the inner side and the outer side, the intersection 3 is close to the inner side, the integral steel ring beam 1 is annular, and a plurality of X-shaped oblique supports 2, such as 38X-shaped oblique supports, form an annular cooling tower steel pipe concrete X-shaped oblique support structure.

The invention relates to a temporary supporting structure and a construction method of a cooling tower concrete filled steel tube X-shaped oblique strut, and the name is developed, namely, the temporary supporting structure and the construction method of the natural draft cooling tower concrete filled steel tube X-shaped oblique strut.

As shown in figures 3, 4, 5, 6, 7, 8, 9, 10, 11,

the temporary supporting structure of the cooling tower steel pipe concrete X-shaped oblique strut comprises a temporary supporting main component, namely a single steel pipe 11, wherein the top end of the single steel pipe 11 is fixedly connected with transverse plates 23 of symmetrically arranged clamping plates 8, such as welding or screw connection, and two vertical plates 24 of the clamping plates 8 are hinged with pull plates 7 fixed at the crossing parts 3 of single X-shaped oblique strut steel pipe frames 6 through pin shafts 28 and respective through holes. The single steel pipe 11 below the pin 28 and the two pillar steel pipes 9 below the pin 28 are connected with at least two connecting rods 10. A temporary supporting foundation 15 is arranged below the single steel pipe 11, the lower end of the single steel pipe 11 is fixedly connected with a bracket 12 through welding or screwing by using bolts, and the bracket 12 is used for being symmetrically arranged on two jacks 14 on the temporary supporting foundation 15 to support so as to adjust the elevation of the single X-shaped oblique-support steel pipe frame 6 and the sectional steel ring beam 35 and the radius of the single X-shaped oblique-support steel pipe frame 6, the sectional steel ring beam 35 and the center of the cooling tower. The bottom end of a single steel pipe 11 is provided with a connecting bottom plate 13, the connecting bottom plate 13 is provided with a plurality of first through holes 34 which are used for correspondingly penetrating through a plurality of first bolts 16 on the temporary supporting foundation 15 one by one, a plurality of nuts 32 are screwed on the respective first bolts 16 one by one to fasten the connecting bottom plate 13, a plurality of steel gaskets 17 are arranged between the connecting bottom plate 13 and the temporary supporting foundation 15, as shown in fig. 8, the left side is provided with a plurality of overlapped steel gaskets 17, and the right side is also provided with a plurality of overlapped steel gaskets 17. It will be appreciated that the corbels 12 are above the connection base 13. The steel gasket 17 can be formed by a plurality of wedge-shaped blocks with one thin end and the other end, and the thickness of the wedge-shaped blocks is alternatively inserted.

A second through hole (not shown in the figure, the same also applies hereinafter) is arranged at the position of the cross part 3 of the single X-shaped inclined strut steel pipe frame 6, two vertical plates 24 of the clamping plate 8, namely a groove 29 for inserting the pulling plate 7, are formed between the two vertical plates 24, respective third through holes 25 corresponding to the second through hole are arranged on the two vertical plates 24, a pin shaft 28 is rotatably matched in the second through hole and the third through holes 25 and is provided with an axial limiting structure, and the axial limiting structure such as an opening pin 27 is inserted into a radial through hole at the end part of the pin shaft 28 extending out of the two vertical plates 24 and separates two legs. As shown in fig. 5, 6 and 7, the outer sides of the risers 24 and the transverse plates 23 are fixedly connected with the clamping plate stiffening plates 26, as shown in fig. 6, two clamping plate stiffening plates 26 are welded between the outer side of the left riser 24 and the top surfaces of the transverse plates 23, two clamping plate stiffening plates 26 are also welded between the outer side of the right riser 24 and the top surfaces of the transverse plates 23, and of course, the number of the clamping plate stiffening plates can be one or three.

The connecting rods 10 are preferably two, and the two connecting rods 10 are detachably connected with the single steel pipe 11 and the two pillar steel pipes 9: one end of each connecting rod 10 is connected with one support steel pipe 9 in the single X-shaped inclined support steel pipe frame 6 through a bolt and a nut, the other end of each connecting rod 10 is connected with a single steel pipe 11 through a bolt and a nut, and the connecting point of each connecting rod 10 and the single steel pipe 11 is positioned at a position which is half of the height of the single steel pipe 11. It will be understood that the position of each connecting rod 10 on the pillar steel duct 9 is at the same level as the position on the single steel duct 11.

As shown in FIG. 11, the concrete structure of each connecting rod 10 connected with the pillar steel pipe 9 and the single steel pipe 11 through bolts and nuts is preferably that a first connecting lug 36 is arranged at one side of the pillar steel pipe 9, a circular through hole is formed in the first connecting lug 36, a first connecting block 37 is arranged at one end of the connecting rod 10, a transverse long through hole 40 is formed in the first connecting block 37, and a second bolt 39 penetrates through the transverse long through hole 40 and the circular through hole and is screwed and fixed by the nuts; one side of a single steel pipe 11 is provided with a second connecting lug 38, the second connecting lug 38 is provided with a vertical long through hole 43, the other end of the connecting rod 10 is provided with a second connecting block 41, the second connecting block 41 is provided with a circular through hole, and a third bolt 42 penetrates through the circular through hole and the vertical long through hole 43 and is screwed and fixed by a nut (the nut in the two natural sections is not shown in the drawing, and the circular through hole in the natural section is not shown in the drawing).

As shown in fig. 8 and 10, the corbels 12 are preferably two symmetrically arranged i-shaped steels, the inner end of each corbel 12, that is, the inner end of each i-shaped steel is a circular arc surface matched with the outer circle of the single steel pipe 11 and is welded and fixed to the circular arc surface, the outer end of each corbel 12, that is, each i-shaped steel is welded with a front corbel reinforcing plate 31 and a rear corbel reinforcing plate 31 shown in fig. 8, each corbel 12, that is, the top plate of each i-shaped steel and the outer circle of the single steel pipe 11 is welded with a corbel reinforcing plate 30, and as shown in fig. 10, each corbel reinforcing plate 30 is arranged on the left side and the right side. In fig. 10, a single circular steel pipe 11 is shown, and the surface coinciding with the single circular steel pipe 11 is a circular arc surface. The single steel pipe can also adopt an oval steel pipe, a rectangular steel pipe and other polygonal steel pipes, and the inosculating surface of the bracket can be an oval arc surface, an Contraband-shaped surface and other polygonal surfaces.

As shown in fig. 9, the connection bottom plate 13 is a rectangular steel plate, the center of the connection bottom plate 13, that is, the rectangular steel plate, is aligned with the center of the bottom end of the single circular steel pipe 11 and is welded and fixed to the center of the bottom end of the single circular steel pipe, the first through holes 34 are uniformly arranged along the edge of the connection bottom plate 13, that is, the rectangular steel plate, and a plurality of radial connection bottom plate stiffening plates 33 are welded to the single steel pipe 11 and the connection bottom plate 13, that is, the rectangular steel plate. A single round steel pipe 11 is shown, but oval steel pipes, rectangular steel pipes and other polygonal steel pipes can be used as the single steel pipe.

The first bolt 16 is preferably a high-strength bolt, and the nut 32 is preferably connected to the connection base plate 13 and the high-strength bolt by a friction type connection.

The construction method of the temporary support structure of the cooling tower steel tube concrete X-shaped oblique strut comprises the following construction steps:

1) referring to fig. 4, the single-beam X-shaped oblique-support steel pipe frame 6 is hung above the intersection 3 of the single-beam X-shaped oblique-support steel pipe frame 6 by a hook 22, the single-beam X-shaped oblique-support steel pipe frame 6 is hung to a preset position by a crane, and a constructor passes a pin shaft 28 through respective third through holes 25 of two risers 24 of a clamp plate 8 at the top end of the single steel pipe 11 and second through holes on a pulling plate 7 inserted between the two risers 24 and completes the hinge connection by axial limiting. The axial limitation is realized by inserting a cotter pin 27 into a radial through hole at the end of the pin shaft 28 extending out of the two risers 24 and separating the two legs.

The lifting hook 22 is also called a hook, and is hung on each support steel pipe 9, for example, an upper lifting lug 21 and a lower lifting lug 19 are arranged on each support steel pipe 9, namely, two lifting lugs are respectively arranged on the upper part and the lower part of each single X-shaped inclined support steel pipe frame 6, and four lifting lugs and two second steel wire ropes 20 are arranged in total. Both ends of each second wire rope 20 are fastened by a U-shaped clamp after passing through a hole of the upper lifting lug 21 and a hole of the lower lifting lug 19, and the hook 22 is hung on the position of the second wire rope 20 above the intersection 3 of the single-beam X-shaped inclined strut steel pipe frame 6.

2) The crane continues to lift to a single X-shaped inclined strut steel pipe frame 6 to be suspended, at the moment, a single steel pipe 11 is vertical, at least two connecting rods 10 are hung to a connecting position by another crane, and then a constructor takes the high-altitude platform operation vehicle to fix the half parts of the at least two connecting rods 10 and the single steel pipe 11 and the same horizontal position of the two strut steel pipes 9 by bolts and nuts.

3) The crane continues to lift the crane to the mark positions of the buttress 4 and the annular foundation 5 at the bottom ends of the two strut steel pipes 9 of the single-X-shaped inclined strut steel pipe frame 6, the plurality of first through holes 34 on the connecting bottom plate 13 at the bottom end of the single steel pipe 11 simultaneously penetrate through the plurality of first bolts 16 on the temporary supporting foundation 15 one by one and fall on the temporary supporting foundation 15, the temporary supporting foundation 15 is positioned at the inner sides of the bottom ends of the two strut steel pipes 9, the single steel pipe 11 is in a vertical state, and the top elevation of the temporary supporting foundation 15 is lower than the final elevation of the bottom surface of the connecting bottom plate 13 so as to leave an adjusting height.

4) Loosening nuts at two ends of the connecting rod 10, disengaging one end of the connecting rod 10 or utilizing the vertical long through hole 43 and the horizontal long through hole 40 to avoid possible interference of the fixedly connected connecting rod 10 on adjustment, symmetrically arranging two jacks 14 on the temporary support bases 15 at two sides of the single steel pipe 11, symmetrically jacking the tops of the two jacks 14 to the brackets 12 at two sides of the lower end of the single steel pipe 11, synchronously jacking the two brackets 12, driving the single X-shaped oblique support steel pipe frame 6 and the segmented steel ring beam 35 to move vertically and horizontally through the single steel pipe 11 and the hinge shaft 28, adjusting the elevation of the single X-shaped oblique support steel pipe frame 6 and the segmented steel ring beam 35 and the radius of the center of the cooling tower to accurate positions, and tightly binding the connecting bottom plate 13 and the temporary support bases 15 by using a plurality of steel gaskets 17 to firmly support.

5) And after the top end of the rechecking single X-shaped oblique support steel pipe frame 6, the top end of the sectional steel ring beam 35, the elevation of the bottom ends of the two support steel pipes 9 and the radius of the center of the cooling tower are correct, welding and fixing the bottom ends of the two support steel pipes 9 of the single X-shaped oblique support steel pipe frame 6 with the buttress 4 and the embedded steel 18 of the annular foundation 5, welding and fixing the sectional steel ring beam 35 of the single X-shaped oblique support steel pipe frame 6 with the sectional steel ring beam 35 of the adjacent single X-shaped oblique support steel pipe frame 6, screwing and fixing the nuts at the two ends of the connecting rod 10, unscrewing and taking away the two jacks 14, and screwing the nuts 32 on the respective first bolts 16 to fasten the connecting bottom plate 13. The embedded steel 18 is also called an embedded part.

6) And (3) repeating the operations of the steps 1) to 5) until all the single-beam X-shaped oblique support steel pipe frames 6 are hoisted to form complete annular X-shaped oblique support steel pipe frames 6 and integral steel ring beams 1, and pouring concrete in the steel pipes by adopting a beam-by-beam bottom injection and one-step or segmented jacking method to obtain annular cooling tower steel pipe concrete X-shaped oblique supports and temporary supporting structures.

7) And (3) after the concrete strength reaches the design requirement, dismantling the temporary supporting structure one by one:

(1) after the constructor takes the high-altitude platform operation vehicle to unscrew and release the bolt bolts at the two ends of the connecting rod 10, the connecting rod 10 is hung on the ground by the crane.

(2) Screwing out all screw caps 32 on a plurality of first bolts 16 fastened on the top surface of each connecting bottom plate 13, symmetrically arranging two jacks 14 on temporary supporting bases 15 at two sides of a single steel pipe 11, symmetrically jacking the tops of the two jacks 14 to brackets 12 at two sides of the lower end of the single steel pipe 11, synchronously jacking two brackets 12, enabling pin shafts 28 at the top end of the single steel pipe 11 and third through holes 25 of two vertical plates 24 of the clamping plate 8 respectively to be loosened radially, drawing out the pin shafts 28 from the third through holes 25 and the second through holes, staggering the pulling plate 7, enabling first steel wire ropes (not shown in the figure) to penetrate through the third through holes 25 of the two vertical plates 24 of the clamping plate 8 and be hung on a lifting hook 22 of a crane firmly, and drawing out the steel gasket 17 from the temporary supporting bases 15 and the connecting bottom plate 13.

(3) The tops of the two jacks 14 descend, the single steel pipe 11 falls along with the two jacks, the clamping plate 8 and the pulling plate 7 are completely separated, and the crane lifts the single steel pipe 11 to the ground.

Repeating the operations of the above steps (1)) - (3) until all temporary support structures of the ring-shaped cooling tower concrete-filled steel tube X-stay 2 are removed.

The first bolt 16 is preferably a high-strength bolt, the nut 32 is screwed in the step 5) by adopting friction type connection, namely, the first bolt is firstly tightened and then is finally tightened, the first bolt is a shock type electric wrench or a torque adjustable electric wrench, and the final bolt is a torsional shear type electric wrench or a torque type electric wrench; the screw-out nut 32 of step (2) in step 7) is a torque type electric wrench.

The natural draft cooling tower described above is also called an air cooling tower or a large cooling tower. The center of the cooling tower is also called the circle center of the cooling tower. The hinge point is also referred to as a cross-point or support connection point. The connecting rod 10 is also called a tie rod. The steel shim 17 is also referred to as a steel shim plate. The pin 28 may be referred to as a hinge pin. The I-shaped steel is also called I-shaped steel or H-shaped steel. The clamping plate 8 is also called a connecting clamping plate. The constructor is also called an operator.

The specific structure of the present invention, such as the specification, model size, and specific construction steps of the parts, will be further described supplementarily.

The single steel pipe 11 may be a circular steel pipe of D529 × 10. The temporary support structure of the cooling tower steel pipe concrete X-shaped oblique support 2 is 38, that is, only one or one temporary support structure is needed for each X-shaped oblique support 2.

The single X-shaped oblique support steel pipe frame 6, the segmented steel ring beam 35 and the like are respectively processed in a factory, assembled on site, integrally hoisted, butted by one beam and finally closed into a ring. The temporary supporting structure is connected with a single X-shaped oblique strut steel pipe frame 6 on the ground and before in place and then synchronously hoisted together with the single X-shaped oblique strut steel pipe frame 6, and a hoisting machine for hoisting can adopt the combination of a 260-ton crawler crane and a 75-ton truck crane.

The vertical plates 24 of the clamping plate 8 can be two semicircular arc-shaped steel plates with the thickness of 20mm, the transverse plate 23 can be a circular steel plate with the thickness of 20mm, and the clamping plate stiffening plate 26 can be a steel plate with the thickness of 20 mm. The pin 28 may be D80mm round steel, and the diameter of each of the second and third through holes 25 may be phi 82 mm. Except for the pin shaft 28, all the parts are formed by welding. The said clamp plate 8 is connected to the tie plate 7 of the single X-shaped oblique-support steel pipe frame 6 by a pin shaft 28. the concrete connection method is that after the single X-shaped oblique-support steel pipe frame 6 and the sectional steel ring beam 35 are assembled on site, the single X-shaped oblique-support steel pipe frame 6 is slowly hoisted by a 260-ton crawler crane, when the single X-shaped oblique-support steel pipe frame 6 is slowly hoisted about 1.5m away from the ground, the single steel pipe 11 is hoisted by a 75-ton truck, the constructor slowly approaches the clamp plate 8 to the tie plate 7 of the single X-shaped oblique-support steel pipe frame 6, the tie plate 7 is embedded in the groove 29 formed by the two risers 24 of the clamp plate 8, the third through hole 25 of the clamp plate 8 is aligned with the third through hole 25 of the tie plate 7 of the single X-shaped oblique-support steel pipe frame 6, and then the pin shaft 28 is sequentially passed through the third through hole 25 of the first riser 24, the second through hole of the tie plate 7, and the third through hole 25 of the second riser 24, finally the cotter pin 27 is locked for fixing and then the 75 ton truck crane is evacuated.

The 260-ton crawler crane is continuously and slowly lifted, because the lifting hook 22 is positioned at the position above the 3 crossing position of the single X-shaped inclined strut steel pipe frame 6, the single X-shaped inclined strut steel pipe frame 6 is gradually changed into a spatial posture consistent with the designed inclination angle along with the lifting height, and is completely suspended from the ground, at the moment, a single steel pipe 11 is vertical, at least two connecting rods 10 such as two connecting rods 10 can be lifted to the welding position by a 75-ton truck crane, and then a constructor takes a high-altitude platform operation vehicle to tightly screw the half positions of the at least two connecting rods 10 and the single steel pipe 11 and the same horizontal position of the two strut steel pipes 9 by using bolts and nuts so as to fix the two connecting rods and the single steel pipe 11. That is, the connecting rod 10 may be a D114 × 4 circular steel tube, and the first connecting block 37 and the second connecting block 41 at both ends are welded and fixed to the circular steel tube. Two connecting rods 10 are provided between each single X-shaped oblique-support steel-pipe frame 6 and a single steel pipe 11, i.e., a temporary support main member, and are located at approximately one-half the height of the single steel pipe 11 and on the same horizontal plane.

The 260-ton crawler crane continues to slowly lift, the 260-ton crawler crane slowly rotates a single X-shaped inclined strut steel pipe frame 6 to the upper parts of the buttresses 4 and the annular foundation 5 and stably falls on the marked positions of the buttresses 4 and the annular foundation 5, and meanwhile, a temporary support main component, namely a single steel pipe 11, also stably falls on the temporary support foundation 15. The corbel 12 may be a 400 × 200mm i-section steel or H-section steel, the corbel stiffener 31 may be a 20mm thick steel plate, and the corbel stiffener 30 may be a 20mm thick steel plate. The connection base plate 13 may be a rectangular steel plate having a thickness of 20mm such as a square steel plate, the connection base plate stiffener plate 33 may be a steel plate having a thickness of 20mm, the first bolt 16 such as a high strength bolt may be M36mm, and the first through hole 34 of the connection base plate 13 may have a diameter of phi 42 mm. The above components are formed by welding processing except for the first bolt 16 such as a high-strength bolt. The connection base plate 13 is connected with the temporary support foundation 15 through a first bolt 16, such as a high-strength bolt, which is pre-embedded in the temporary support foundation 15 of concrete in advance. The concrete connection method can be that, as the single steel pipe 11 and the single X-shaped oblique-support steel pipe frame 6 are synchronously lifted and completely suspended, the single steel pipe 11 gradually becomes vertical, the 260-ton crawler crane slowly rotates the single steel pipe 11 to the position above the temporary support foundation 15, at this time, the first through holes 34 of the connection bottom plate 13 are aligned with the first bolts 16 such as high-strength bolts, and then the single steel pipe 11 slowly falls down, so that a plurality of first bolts 16 such as eight high-strength bolts simultaneously pass through the first through holes 34 of the eight connection bottom plates 13, and the single steel pipe 11 stably falls on the temporary support foundation 15. Because the jack 14 needs a certain lifting space when being adjusted, the actual elevation of the top surface of the temporary supporting foundation 15 can be about 50mm lower than the designed value in the construction practice. A260-ton crawler crane keeps a pre-unhooking state, a jack 14 is placed below a bracket 8, and a single X-shaped oblique support steel pipe frame 6 is driven to move vertically and horizontally through the lifting action of the jack 14 on a single steel pipe 11, namely a temporary support main component, so that the elevations and the radiuses of the single X-shaped oblique support steel pipe frame 6 and the segmented steel ring beam 35 are adjusted to accurate spatial positions. After the fine adjustment work is finished, the top ends of the single X-shaped inclined strut steel pipe frames 6, the top ends of the segmented steel ring beams 35, the elevations of the bottom ends of the two strut steel pipes 9 and the radius of the center of the cooling tower are checked to be correct, the bottom ends of the strut steel pipes 9 of the single X-shaped inclined strut steel pipe frames 6 are welded and fixed with the buttress 4 and the embedded steel 18 of the annular foundation 5, and the gap between the connecting bottom plate 13 at the bottom end of the single steel pipe 11 and the temporary supporting foundation 15 is firmly supported by adopting a plurality of steel gaskets 17. The bolts and nuts at the two ends of the connecting rod 10 are screwed and fixed. The bottom end connecting bottom plate 13 of the single steel pipe 11, i.e. the temporary supporting main member, is fastened with a first bolt 16, such as a high-strength bolt screwed by a torque wrench or the like, above the top surface of the temporary supporting base 15 by a nut 32. After the first single X-shaped oblique-support steel-pipe frame 6 is hoisted, the next single X-shaped oblique-support steel-pipe frame 6 is hoisted continuously. And pouring concrete in the steel tube by adopting a one-step or sectional jacking method by injecting from the bottom one by one to obtain the annular cooling tower steel tube concrete X-shaped oblique support, the integral steel ring beam 1 and the temporary supporting structure.

After the concrete strength reaches the design requirement, the temporary supporting structure can be dismantled, and a small number of constructors combine a 75-ton truck crane and an aerial platform operation vehicle to implement the dismantling operation. Firstly, an operator takes the aerial platform working vehicle to unscrew and release bolts and nuts at two ends of the connecting rod 10, and then the aerial platform working vehicle is hung on the ground by a 75-ton vehicle. Then, the first bolt 16 more than the connecting bottom plate 13 top surface of 11 bottoms ends of single steel pipe is removed like the nut 32 on the high strength bolt, can adopt electric torque wrench to dismantle, again with two 14 symmetries of jack place in two brackets 14 below of single steel pipe 11, the top of jack 14 suitably upwards lifts, makes the round pin axle 28 on 11 tops of single steel pipe relax with the clearance of the third through-hole 25 of splint 8 and the second through-hole of arm-tie 7, can take round pin axle 28 out from third through-hole 25 and second through-hole. The staggered pull plates 7 utilize two third through holes 25 of the clamp plates 8, the clamp plates 8 of the single steel pipes 11 are firmly hung on a 75-ton truck crane by using second steel wires, meanwhile, the steel gaskets 17 below the connecting bottom plate 13 are moved out, the jacks 14 slowly descend, the single steel pipes 11 slowly fall along with the clamp plates 8, the clamp plates 8 and the pull plates 7 of the X-shaped inclined struts 2 are completely separated, at the moment, the 75-ton truck crane can hang the single steel pipes 11 to the ground, the dismantling of the temporary supporting structure of the first cooling tower steel pipe concrete X-shaped inclined strut is completed, the dismantling of the temporary supporting structure of the next X-shaped inclined strut 2 is continued until all the temporary supporting structures of 38 single X-shaped inclined struts 2 are dismantled.

The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.