阅读说明：本技术 一种建筑工程施工用构造柱钢筋固定结构及其施工方法 (Constructional column steel bar fixing structure for constructional engineering construction and construction method thereof ) 是由 张彦平 曲晓静 张兴平 于 2021-08-20 设计创作，主要内容包括：本发明涉及建筑工程技术领域,具体是一种建筑工程施工用构造柱钢筋固定结构及其施工方法,包括若干根钢筋柱,若干根钢筋柱的外部套接有呈等距离分布的钢筋环,且若干根钢筋柱和钢筋环的连接处卡接有呈等距离分布的固定机构；固定机构包括第一固定块,第一固定块的一侧外壁上通过铰链转动连接有第二固定块,且第一固定块的一侧外壁上远离第二固定块处焊接有呈等距离分布的连接杆,第二固定块的一侧外壁上开有呈等距离分布的卡槽,连接杆侧外壁上一体成型有卡钩。本发明的有益效果喂相对于传统的通过扎丝进行固定不仅省时省力,操作人员通过一只手即可完成固定操作,另一只手可以用于矫正钢筋柱,也可以用于攀扶爬梯,在操作的过程中更加安全。(The invention relates to the technical field of constructional engineering, in particular to a constructional column reinforcing steel bar fixing structure for constructional engineering construction and a construction method thereof, wherein the constructional column reinforcing steel bar fixing structure comprises a plurality of reinforcing steel bars, reinforcing steel bar rings which are distributed equidistantly are sleeved outside the plurality of reinforcing steel bars, and fixing mechanisms which are distributed equidistantly are clamped at the joints of the plurality of reinforcing steel bars and the reinforcing steel bar rings; the fixing mechanism comprises a first fixing block, a second fixing block is rotatably connected to the outer wall of one side of the first fixing block through a hinge, connecting rods distributed equidistantly are welded to the outer wall of one side of the first fixing block, the outer wall of one side of the second fixing block is far away from the second fixing block, clamping grooves distributed equidistantly are formed in the outer wall of one side of the second fixing block, and clamping hooks are integrally formed in the outer wall of the side of each connecting rod. Compared with the traditional fixing method by binding wires, the fixing method has the advantages that time and labor are saved, an operator can finish the fixing operation by one hand, the other hand can be used for correcting the steel bar column and climbing a ladder, and the operation process is safer.)

1. The utility model provides a constructional column reinforcing bar fixed knot constructs for building engineering construction which characterized in that: the steel bar column fixing device comprises a plurality of steel bar columns (1), wherein steel bar rings (2) which are distributed equidistantly are sleeved outside the steel bar columns (1), and fixing mechanisms (3) which are distributed equidistantly are clamped at the joints of the steel bar columns (1) and the steel bar rings (2);

fixed establishment (3) are including first fixed block (5), be connected with second fixed block (6) through the hinge rotation on one side outer wall of first fixed block (5), and keep away from second fixed block (6) department welding on one side outer wall of first fixed block (5) and have connecting rod (9) that are the equidistance and distribute, it has draw-in groove (11) that are the equidistance and distribute to open on one side outer wall of second fixed block (6), integrated into one piece has pothook (10) on connecting rod (9) side outer wall, and connecting rod (9) and pothook (10) joint are in the inside of draw-in groove (11).

2. The constructional column steel bar fixing structure for constructional engineering construction as claimed in claim 1, wherein: two transverse positioning grooves (7) are formed in the outer wall of one side of the first fixing block (5), and the reinforcing steel bar ring (2) is clamped inside the transverse positioning grooves (7).

3. The constructional column steel bar fixing structure for constructional engineering construction as claimed in claim 1, wherein: the outer wall of one side, opposite to the first fixing block (5) and the second fixing block (6), is provided with a longitudinal positioning groove (8), and the reinforcing steel bar column (1) is clamped inside the longitudinal positioning groove (8).

4. The constructional column steel bar fixing structure for constructional engineering construction as claimed in claim 1, wherein: a plurality of the joint has supporting mechanism (4) that are the equidistance and distribute between reinforcing bar post (1), supporting mechanism (4) include two link (12), two the equal integrated into one piece in both ends of link (12) has jack catch (13), and the inside bonding of jack catch (13) has rubber pad (14), reinforcing bar post (1) joint is in the inside of jack catch (13).

5. The constructional column steel bar fixing structure for constructional engineering construction and the construction method thereof as claimed in claim 4, wherein: the outer walls of the two opposite sides of the two connecting frames (12) are welded with connecting sleeves (15) which are distributed at equal intervals, and telescopic rods (16) are inserted in the connecting sleeves (15).

6. The constructional column steel bar fixing structure for constructional engineering construction and the construction method thereof as claimed in claim 5, wherein: both ends of telescopic link (16) all integrated into one piece have dog (18), the one end of adapter sleeve (15) is through screw fixedly connected with end (17), and telescopic link (16) are pegged graft in the inside of end (17).

7. The constructional column steel bar fixing structure for constructional engineering construction and the construction method thereof as claimed in claim 5, wherein: the connecting sleeve (15) is inserted with a spring (20), and the spring (20) is positioned between the inner wall of one side of the connecting sleeve (15) and the outer wall of one side of the stop block (18).

8. The constructional column steel bar fixing structure for constructional engineering construction and the construction method thereof as claimed in claim 6, wherein: a buffer pad (19) is bonded on the inner wall of one side of the end head (17), and the buffer pad (19) is positioned between the inner wall of one side of the end head (17) and the outer wall of one side of the stop block (18).

9. A construction method of constructional column steel bars for constructional engineering construction is characterized by comprising the following steps:

s1: firstly, an operator pre-builds zigzag branches on the connection of a masonry and a structural column, wherein the height of each zigzag branch is 300mm, the concave depth of each zigzag branch is preferably 50-60mm, a steel bar not smaller than phi 10 is selected as a steel bar column (1), then a steel bar planting hole is drilled at the reserved structural column, then a blowing cylinder is used for blowing off dust in the steel bar planting hole, structural glue or epoxy resin liquid is filled, and finally the steel bar column (1) is planted;

s2: an operator firstly holds the two connecting frames (12) of the supporting mechanism (4), then the two connecting frames (12) are compressed towards the middle, at the moment, the telescopic rod (16) can be retracted into the connecting sleeve (15), the telescopic rod (16) is enabled to compress the spring (20), further, the supporting mechanism (4) is enabled to be changed from a square shape to a rectangular shape, then the operator can put the supporting mechanism (4) into a plurality of steel bar columns (4) from the shorter side of the rectangular shape, after the supporting mechanism is put into the connecting sleeve, the operator slowly releases palms from two sides, at the moment, the spring (20) extrudes the telescopic rod (16), the telescopic rod (16) is enabled to stretch out of the supporting mechanism (4) to restore the original shape, the clamping jaws (13) of the connecting frames (12) are clamped on the plurality of steel bar columns (1) under the action of the spring, and finally, the operator repeats the steps until the plurality of supporting mechanisms (4) are completely fixed, supporting a plurality of steel bar columns (1) to prevent deformation in the next operation process;

s3: an operator firstly sleeves the reinforcing steel bar ring (2) outside the reinforcing steel bar column (1), so that the reinforcing steel bar ring (2) is distributed on the reinforcing steel bar column (1) at intervals of 600-800mm, then the fixing mechanism (3) is clamped at the joint of the reinforcing steel bar ring (2) and the reinforcing steel bar column (1), so that the reinforcing steel bar ring (2) is clamped inside the transverse positioning groove (7) of the first fixing block (5), the reinforcing steel bar column (1) is clamped inside the longitudinal positioning groove (8) of the first fixing block (5), then the operator rotates the second fixing block (6), so that the reinforcing steel bar column (1) is clamped inside the longitudinal positioning groove (8) of the second fixing block (6), at the moment, the clamping hook (10) of the first fixing block (5) is clamped inside the clamping groove (11) of the second fixing block (6), and the reinforcing steel bar ring (2) and the reinforcing steel bar column (1) are quickly and stably fixed, after the reinforcing steel bar rings (2) are completely fixed, the operator takes down the supporting mechanisms (4) one by one;

s4: an operator installs a constructional column template according to a traditional mode, the height of a beam at the top of the constructional column is more than or equal to 800mm, the template can be fully sealed, a template at one side of the end part is provided with a horn-type feed inlet, the feed inlet is 100mm higher than the constructional column, the feed inlet is fully poured when concrete of the column is poured, the template is removed after solidification, and the protruding concrete is dug out after the template is removed;

the top beam height of the constructional column is less than 800mm, one side of the template is fully sealed, the other side of the template is provided with a notch which is used as a feed inlet and a small plug-in vibrating rod, namely, a small section of concrete is left at the end part of the poured constructional column and is not poured, secondary supplementary pouring is required, the template on the fully sealed side is not suitable to be removed when the template is removed, the template on the side with the notch is used as a secondary supplementary pouring template, the secondary supplementary pouring concrete is prepared into relatively dry and hard surface bulk concrete, the template is nailed after the secondary supplementary pouring concrete is fully filled, and the template is removed after the concrete is solidified;

for a constructional column without a beam at the top, an opening is poured on a floor slab, a small-sized plug-in vibrating rod is required to be used for pouring concrete of the constructional column, the concrete is guaranteed to be compact, and a formwork is removed after solidification.

10. The construction method of the constructional column reinforcing steel bar for constructional engineering as set forth in claim 1, wherein: the diameter of the bar planting hole in the S1 is the diameter of the bar column (1) -the diameter of the bar column (1) × 10% + -the diameter of the bar column (1) × 1%, and the depth of the bar planting hole is 600-700 mm.

Technical Field

The invention relates to the technical field of constructional engineering, in particular to a constructional column steel bar fixing structure for constructional engineering construction and a construction method thereof.

Background

The constructional column is characterized in that in order to enhance the integrity and stability of a building, a reinforced concrete constructional column is arranged in a wall body of a multi-layer brick-concrete structure building and is connected with each layer of ring beam to form a space frame capable of resisting bending and shearing, the constructional column is an effective measure for preventing a house from collapsing, and the constructional column is arranged at the four corners of an outer wall, the joint of a cross wall and an outer longitudinal wall at staggered layers, two sides of a larger opening, the joint of an inner wall and an outer wall of a large room and the like.

Need bundle and tie the muscle cage before the constructional column is pour, the muscle cage divide into fore-and-aft muscle column and horizontal muscle ring, traditional construction mode is cup jointed the muscle ring on the muscle column for operating personnel, rethread is pricked the silk and is used the process of pricking silk with muscle column and muscle ring reciprocal anchorage comparatively time-consuming, can make the time limit for a project extension, and when fixing through pricking the silk, it has pricked the silk to need a hand to hold, the instrument is held to another hand, operating personnel can't climb up the cat ladder, make the work progress dangerous more, simultaneously at this in-process because the muscle column has only fixed the bottom, make the muscle column take place the slope easily and warp, not only increased the degree of difficulty that operating personnel tied up, also can make then the muscle cage take place deformation.

Disclosure of Invention

The invention aims to provide a constructional column reinforcing steel bar fixing structure for constructional engineering construction and a construction method thereof, and aims to solve the problems that the process of fixing a reinforcing steel bar column and a reinforcing steel bar ring by using a binding wire in the background art is time-consuming, and the construction period is prolonged.

The technical scheme of the invention is as follows: a constructional column steel bar fixing structure for constructional engineering construction and a construction method thereof comprise a plurality of steel bar columns, steel bar rings which are distributed equidistantly are sleeved outside the plurality of steel bar columns, and fixing mechanisms which are distributed equidistantly are clamped at the joints of the plurality of steel bar columns and the steel bar rings;

the fixing mechanism comprises a first fixing block, a second fixing block is connected to the outer wall of one side of the first fixing block in a rotating mode through a hinge, the outer wall of one side of the first fixing block is far away from the welding of the second fixing block, the connecting rods are distributed equidistantly, a clamping groove is formed in the outer wall of one side of the second fixing block, a clamping hook is integrally formed in the outer wall of the side of each connecting rod, and the connecting rods and the clamping hook are clamped inside the clamping groove.

Furthermore, two transverse positioning grooves are formed in the outer wall of one side of the first fixing block, and the reinforcing steel bar ring is clamped inside the transverse positioning grooves.

Furthermore, longitudinal positioning grooves are formed in the outer walls of the opposite sides of the first fixing block and the second fixing block, and the reinforcing steel bar columns are clamped inside the longitudinal positioning grooves.

Furtherly, a plurality of the joint has the supporting mechanism that is the equidistance and distributes between the reinforcing bar post, supporting mechanism includes two links, two the equal integrated into one piece in both ends of link has the jack catch, and the inside of jack catch bonds and has the rubber pad, the reinforcing bar post joint is in the inside of jack catch.

Furthermore, the outer walls of the two opposite sides of the two connecting frames are welded with connecting sleeves distributed equidistantly, and telescopic rods are inserted into the connecting sleeves.

Furthermore, the both ends of telescopic link homogeneous body shaping has the dog, the one end of adapter sleeve passes through screw fixedly connected with end, and the telescopic link is pegged graft in the inside of end.

Furthermore, the connecting sleeve is inserted with a spring, and the spring is positioned between the inner wall of one side of the connecting sleeve and the outer wall of one side of the stop block.

Furthermore, a cushion pad is bonded on the inner wall of one side of the end head and is positioned between the inner wall of one side of the end head and the outer wall of one side of the stop block.

A construction method of constructional column steel bars for constructional engineering construction comprises the following steps:

s1: firstly, an operator pre-builds zigzag branches on the connection of the masonry and the structural column, wherein the height of each zigzag branch is 240-300mm, the concave depth of each zigzag branch is preferably 50-60mm, a steel bar not smaller than phi 10 is selected as the steel bar column, then a steel bar planting hole is drilled at the reserved structural column, then a blowing cylinder is used for blowing off dust in the steel bar planting hole, structural glue or epoxy resin liquid is filled, and finally the steel bar column is planted;

s2: an operator firstly holds the two connecting frames of the supporting mechanism, then the two connecting frames are compressed towards the middle, the telescopic rod can be retracted into the connecting sleeve at the moment, the telescopic rod is enabled to compress the spring, the supporting mechanism is further enabled to be changed from a square shape to a rectangular shape, then the operator can place the supporting mechanism between the multiple steel bar columns from the shorter side of the rectangular shape, the operator slowly releases palms towards two sides after the placing, the spring extrudes the telescopic rod at the moment, the telescopic rod extends out of the supporting mechanism to restore the original shape, the clamping jaws of the connecting frames are clamped on the multiple steel bar columns under the action of the spring, and finally the operator repeats the steps until the multiple supporting mechanisms are completely fixed, supports the multiple steel bar columns and prevents the deformation in the next operation process;

s3: the operator firstly sleeves the reinforcing steel bar ring outside the reinforcing steel bar column, so that the reinforcing steel bar ring is distributed on the reinforcing steel bar column at intervals of 600 plus 800mm, then the fixing mechanism is clamped at the joint of the reinforcing steel bar ring and the reinforcing steel bar column, the reinforcing steel bar ring is clamped inside the transverse positioning groove of the first fixing block, the reinforcing steel bar column is clamped inside the longitudinal positioning groove of the first fixing block, then the operator rotates the second fixing block, so that the reinforcing steel bar column is clamped inside the longitudinal positioning groove of the second fixing block, at the moment, the clamping hook of the first fixing block is clamped inside the clamping groove of the second fixing block, so that the reinforcing steel bar ring and the reinforcing steel bar column are quickly and stably fixed, and after the reinforcing steel bar ring is completely fixed, the operator takes the supporting mechanisms down one by one;

s4: an operator installs a constructional column template according to a traditional mode, the height of a beam at the top of the constructional column is more than or equal to 800mm, the template can be fully sealed, a template at one side of the end part is provided with a horn-type feed inlet, the feed inlet is 100mm higher than the constructional column, the feed inlet is fully poured when concrete of the column is poured, the template is removed after solidification, and the protruding concrete is dug out after the template is removed;

the top beam height of the constructional column is less than 800mm, one side of the template is fully sealed, the other side of the template is provided with a notch which is used as a feed inlet and a small plug-in vibrating rod, namely, a small section of concrete is left at the end part of the poured constructional column and is not poured, secondary supplementary pouring is required, the template on the fully sealed side is not suitable to be removed when the template is removed, the template on the side with the notch is used as a secondary supplementary pouring template, the secondary supplementary pouring concrete is prepared into relatively dry and hard surface bulk concrete, the template is nailed after the secondary supplementary pouring concrete is fully filled, and the template is removed after the concrete is solidified;

for a constructional column without a beam at the top, an opening is poured on a floor slab, a small-sized plug-in vibrating rod is required to be used for pouring concrete of the constructional column, the concrete is guaranteed to be compact, and a formwork is removed after solidification.

Further, the diameter of the bar planting hole in the S1 is the diameter of the bar column-the diameter of the bar column × 10% ± the diameter of the bar column × 1%, and the depth of the bar planting hole is 600mm and 700 mm.

The invention provides a constructional column steel bar fixing structure for constructional engineering construction and a construction method thereof through improvement, compared with the prior art, the constructional column steel bar fixing structure has the following improvement and advantages:

(1) through the fixed establishment who sets up, fixed establishment has comparatively targeted shape, one end interconnect, the other end only needs to press can reciprocal anchorage, in-process operating personnel at the construction only need with the fixed establishment joint in the junction of reinforcing bar post and reinforcing bar ring, can accomplish fixedly pressing fixed establishment, fix labour saving and time saving not only for traditional through pricking the silk, operating personnel can accomplish fixed operation through one hand, another hand can be used for correcting the reinforcing bar post, also can be used for climbing the cat ladder, it is safer at the in-process of operation.

(2) Through the supporting mechanism who sets up, supporting mechanism can support between many reinforcing bars to prevent that operating personnel from noticing the in-process of reinforcing bar ring at fixed reinforcing bar, the reinforcing bar post takes place to incline and deformation, not only can save the time that operating personnel corrected the reinforcing bar post, also can make the muscle cage specification after the shaping design of laminating more, thereby guaranteed the intensity of constructional column.

(3) Through the spring that sets up for the telescopic link can freely stretch out and draw back, thereby also can install supporting mechanism after making the reinforcing bar post implant, makes supporting mechanism's installation more convenient, and also can make to tie up at the muscle cage and retrieve supporting mechanism after accomplishing, thereby reuse, reduce cost.

Drawings

The invention is further explained below with reference to the figures and examples:

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a schematic view of the securing mechanism of the present invention;

FIG. 3 is a schematic structural view of the support mechanism of the present invention;

fig. 4 is a sectional view of a connecting sleeve structure of the present invention.

Description of reference numerals:

the steel bar column is 1, the steel bar ring is 2, the fixing mechanism is 3, the supporting mechanism is 4, the first fixing block is 5, the second fixing block is 6, the transverse positioning groove is 7, the longitudinal positioning groove is 8, the connecting rod is 9, the clamping hook is 10, the clamping groove is 11, the connecting frame is 12, the clamping jaws are 13, the rubber pad is 14, the connecting sleeve is 15, the telescopic rod is 16, the end head is 17, the stop block is 18, the buffer pad is 19, the spring is 20.

Detailed Description

The present invention will be described in detail with reference to fig. 1 to 4, and the technical solutions in the embodiments of the present invention will be clearly and completely described, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When a component is referred to as being "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.

The invention provides a constructional column reinforcing steel bar fixing structure for constructional engineering construction and a construction method thereof through improvement, as shown in figures 1-4, the constructional column reinforcing steel bar fixing structure comprises a plurality of reinforcing steel bars 1, reinforcing steel bar rings 2 which are distributed equidistantly are sleeved outside the plurality of reinforcing steel bars 1, and fixing mechanisms 3 which are distributed equidistantly are clamped at the joints of the plurality of reinforcing steel bars 1 and the reinforcing steel bar rings 2;

fixed establishment 3 includes first fixed block 5, be connected with second fixed block 6 through hinge rotation on one side outer wall of first fixed block 5, and keep away from 6 department's welding of second fixed block on one side outer wall of first fixed block 5 and have the connecting rod 9 that is the equidistance and distribute, it has the draw-in groove 11 that is the equidistance and distributes to open on one side outer wall of second fixed block 6, integrated into one piece has pothook 10 on the outer wall of connecting rod 9 side, and connecting rod 9 and pothook 10 joint are in the inside of draw-in groove 11, pothook 10 and draw-in groove 11 are used for fixed first fixed block 5 and second fixed block 6.

Furthermore, two transverse positioning grooves 7 are formed in the outer wall of one side of the first fixing block 5, the transverse positioning grooves 7 are used for fixing the reinforcing steel bar ring 2, and the reinforcing steel bar ring 2 is clamped inside the transverse positioning grooves 7.

Further, all open longitudinal positioning groove 8 on the relative one side outer wall of first fixed block 5 and second fixed block 6, longitudinal positioning groove 8 is used for fixed steel bar column 1, and steel bar column 1 joint is in the inside of longitudinal positioning groove 8.

Furthermore, the supporting mechanisms 4 which are distributed equidistantly are clamped between the plurality of steel bar columns 1, each supporting mechanism 4 comprises two connecting frames 12, clamping claws 13 are integrally formed at two ends of each connecting frame 12, the clamping claws 13 are used for fixing the steel bar columns 1, rubber pads 14 are bonded inside the clamping claws 13, the rubber pads 14 are used for preventing the supporting mechanisms 4 from sliding, and the steel bar columns 1 are clamped inside the clamping claws 13.

Furthermore, the outer walls of the two opposite sides of the two connecting frames 12 are welded with connecting sleeves 15 which are distributed equidistantly, telescopic rods 16 are inserted into the connecting sleeves 15, and the telescopic rods 16 are used for connecting the two connecting frames 12.

Further, the both ends of telescopic link 16 all integrated into one piece have dog 18, and screw fixedly connected with end 17 is passed through to the one end of adapter sleeve 15, and dog 18 and end 17 can prevent that telescopic link 16 from deviating from, and telescopic link 16 pegs graft in the inside of end 17.

Further, the connecting sleeve 15 is inserted with a spring 20, the spring 20 is used for driving the telescopic rod 16 to reset, and the spring 20 is located between the inner wall of one side of the connecting sleeve 15 and the outer wall of one side of the stop block 18.

Furthermore, a buffer pad 19 is bonded on one side inner wall of the end head 17, the buffer pad 19 can prevent noise generated when the telescopic rod 16 is reset, and the buffer pad 19 is positioned between one side inner wall of the end head 17 and one side outer wall of the stop block 18.

A construction method of constructional column steel bars for constructional engineering construction comprises the following steps:

s1: firstly, an operator pre-builds a zigzag joint by connecting a masonry body and a constructional column, wherein the height of each zigzag joint is 240mm, the concave depth of each zigzag joint is preferably 50mm, a steel bar not less than phi 10 is selected as a steel bar column 1, then a steel bar planting hole is drilled at the reserved constructional column, then a blowing cylinder is used for blowing off dust in the steel bar planting hole, structural glue or epoxy resin liquid is filled, and finally the steel bar column 1 is planted;

s2: an operator firstly holds the two connecting frames 12 of the supporting mechanism 4, then the two connecting frames 12 are compressed towards the middle, at the moment, the telescopic rod 16 can be retracted into the connecting sleeve 15, the telescopic rod 16 is enabled to compress the spring 20, the supporting mechanism 4 is enabled to be changed from a square shape to a rectangular shape, then the operator can put the supporting mechanism 4 into the space between the plurality of steel bar columns 4 from the shorter side of the rectangular shape, after the supporting mechanism is put in, the operator slowly releases palms towards the two sides, at the moment, the spring 20 extrudes the telescopic rod 16, the telescopic rod 16 extends out of the supporting mechanism 4 to restore the original shape, the clamping jaws 13 of the connecting frames 12 are clamped on the plurality of steel bar columns 1 under the action of the spring, and finally, the operator repeats the steps until the plurality of supporting mechanisms 4 are completely fixed, supports the plurality of steel bar columns 1, and prevents deformation in the next operation process;

s3: an operator firstly sleeves the reinforcing rings 2 outside the reinforcing columns 1, so that the reinforcing rings 2 are distributed on the reinforcing columns 1 at intervals of 600mm, then clamps the fixing mechanisms 3 at the joints of the reinforcing rings 2 and the reinforcing columns 1, so that the reinforcing rings 2 are clamped inside the transverse positioning grooves 7 of the first fixing blocks 5, the reinforcing columns 1 are clamped inside the longitudinal positioning grooves 8 of the first fixing blocks 5, then the operator rotates the second fixing blocks 6, so that the reinforcing columns 1 are clamped inside the longitudinal positioning grooves 8 of the second fixing blocks 6, at the moment, the clamping hooks 10 of the first fixing blocks 5 are clamped inside the clamping grooves 11 of the second fixing blocks 6, so that the reinforcing rings 2 and the reinforcing columns 1 are quickly and stably fixed, and after the reinforcing rings 2 are completely fixed, the operator takes the supporting mechanisms 4 down one by one;

s4: an operator installs a constructional column template according to a traditional mode, the height of a beam at the top of the constructional column is more than or equal to 800mm, the template can be fully sealed, a template at one side of the end part is provided with a horn-type feed inlet, the feed inlet is 100mm higher than the constructional column, the feed inlet is fully poured when concrete of the column is poured, the template is removed after solidification, and the protruding concrete is dug out after the template is removed;

the top beam height of the constructional column is less than 800mm, one side of the template is fully sealed, the other side of the template is provided with a notch which is used as a feed inlet and a small plug-in vibrating rod, namely, a small section of concrete is left at the end part of the poured constructional column and is not poured, secondary supplementary pouring is required, the template on the fully sealed side is not suitable to be removed when the template is removed, the template on the side with the notch is used as a secondary supplementary pouring template, the secondary supplementary pouring concrete is prepared into relatively dry and hard surface bulk concrete, the template is nailed after the secondary supplementary pouring concrete is fully filled, and the template is removed after the concrete is solidified;

for a constructional column without a beam at the top, an opening is poured on a floor slab, a small-sized plug-in vibrating rod is required to be used for pouring concrete of the constructional column, the concrete is guaranteed to be compact, and a formwork is removed after solidification.

Further, the diameter of the rebar planting hole in S1 is the diameter of the rebar column 1-the diameter of the rebar column 1 x 10% ± the diameter of the rebar column 1 x 1%, and the depth of the rebar planting hole is 600 mm.

The working principle of the invention is as follows: firstly, an operator pre-builds a zigzag racking for connecting a masonry and a constructional column, wherein the height of each zigzag racking is 240mm, the concave depth of each zigzag racking is preferably 50mm, a steel bar not less than phi 10 is selected as a steel bar column 1, then a rib planting hole is drilled at the reserved constructional column, the diameter of the rib planting hole is the diameter of the steel bar column 1, namely the diameter of the steel bar column 1 is multiplied by 10 +/-the diameter of the steel bar column 1 is multiplied by 1%, and the depth of the rib planting hole is 600mm, then a blowing cylinder is used for blowing off dust in the rib planting hole, structural glue or epoxy resin liquid is filled, and finally the steel bar column 1 is planted; then an operator holds the two connecting frames 12 of the supporting mechanism 4, then the two connecting frames 12 are compressed towards the middle, at the moment, the telescopic rod 16 can be retracted into the connecting sleeve 15, the telescopic rod 16 is enabled to compress the spring 20, the supporting mechanism 4 is enabled to be changed from a square shape to a rectangular shape, then the operator can put the supporting mechanism 4 into the space between the plurality of steel bar columns 4 from the shorter side of the rectangular shape, after the supporting mechanism is put in, the operator slowly releases palms towards the two sides, at the moment, the spring 20 extrudes the telescopic rod 16, the telescopic rod 16 extends out of the supporting mechanism 4 to restore the original shape, the clamping jaws 13 of the connecting frames 12 are clamped on the plurality of steel bar columns 1 under the action of the spring, and finally the operator repeats the steps until the plurality of supporting mechanisms 4 are completely fixed, supports the plurality of steel bar columns 1 and prevents deformation in the next operation process; then, an operator sleeves the reinforcing rings 2 outside the reinforcing columns 1, so that the reinforcing rings 2 are distributed on the reinforcing columns 1 at intervals of 600mm, then the fixing mechanisms 3 are clamped at the joints of the reinforcing rings 2 and the reinforcing columns 1, so that the reinforcing rings 2 are clamped inside the transverse positioning grooves 7 of the first fixing blocks 5, the reinforcing columns 1 are clamped inside the longitudinal positioning grooves 8 of the first fixing blocks 5, then the operator rotates the second fixing blocks 6, so that the reinforcing columns 1 are clamped inside the longitudinal positioning grooves 8 of the second fixing blocks 6, at the moment, the clamping hooks 10 of the first fixing blocks 5 are clamped inside the clamping grooves 11 of the second fixing blocks 6, so that the reinforcing rings 2 and the reinforcing columns 1 are quickly and stably fixed, and after the reinforcing rings 2 are completely fixed, the operator takes down the supporting mechanisms 4 one by one; and finally, an operator installs the constructional column template according to the traditional mode, then pours the constructional column, and after the concrete is completely solidified, the constructional column template is dismantled.

The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.