阅读说明：本技术 一种空间交叉大跨度悬挑桁架地面拼装胎架搭设方法 (Method for building space-crossing large-span cantilever truss ground assembly jig frame ) 是由 刘传轲 金仁才 钱元弟 王新成 房政 于 2021-08-27 设计创作，主要内容包括：本发明公开了一种空间交叉大跨度悬挑桁架地面拼装胎架搭设方法,涉及罩棚钢结构技术领域。该空间交叉大跨度悬挑桁架地面拼装胎架结构,包括固定底座、伸缩立柱、作业平台支架、管件支撑架、悬挑梁、横向连接件和纵向连接件,所述固定底座由H型钢、卡槽、螺栓组成。H型钢型号规格为HM300*200。该空间交叉大跨度悬挑桁架地面拼装胎架搭设方法,标准化组合件预制、安装,结构安全稳定可靠,安拆效率高,实现降本提速。(The invention discloses a method for erecting a space-crossed large-span cantilever truss ground assembly jig frame, and relates to the technical field of awning steel structures. This bed-jig structure is assembled on truss ground of encorbelmenting in space alternately large-span, including unable adjustment base, flexible stand, operation platform support, pipe fitting support frame, cantilever beam, transverse connection spare and longitudinal connecting piece, unable adjustment base comprises H shaped steel, draw-in groove, bolt. The specification of the H-shaped steel is HM300 × 200. The method for erecting the space-crossing large-span cantilever truss ground assembling jig frame has the advantages that the standardized assembling pieces are prefabricated and installed, the structure is safe, stable and reliable, the assembling and disassembling efficiency is high, and cost reduction and speed acceleration are realized.)

1. The utility model provides a truss ground assembly bed-jig structure is encorbelmented to space alternately large-span, its characterized in that: the pipe fitting support comprises a fixed base, a telescopic upright post, an operation platform support, a pipe fitting support frame, a cantilever beam, a transverse connecting piece and a longitudinal connecting piece;

the fixed base is composed of H-shaped steel, a clamping groove and a bolt. H shaped steel model specification is HM300 200, and the welding is constituteed into cross structure, and the draw-in groove length width is 1000mm, welds in H shaped steel node central position, and the appearance is the I shape, and the draw-in groove internal dimension is 194mm 150mm 6mm 9mm, and the wall thickness is 20mm, and is high 100mm, and 2M 28 bolts run through 2 phi 30mm holes that the draw-in groove was seted up for fixed upper portion flexible stand.

The telescopic upright column consists of H-shaped steel, a base plate and bolts. H shaped steel model specification is HM200 150, and length is 2000mm, set up 2 phi 30mm holes along web interval @100mm in the middle, be used for fixed work platform support, pipe fitting support frame, respectively set up 1 phi 30mm hole from both ends 50mm flange board department in the middle, run through both sides flange board, be used for fixed with unable adjustment base, the backing plate is 2 150mm 100mm 20mm steel sheet, set up 2 phi 30mm holes in the middle, it is fixed with the flexible stand of upper segment to utilize 2M 28 bolts.

The operation platform support is composed of a clamping groove, a left side mounting platform angle steel, a right side welding platform angle steel, a baffle and a transverse connecting lug plate. The draw-in groove internal dimension is 194mm 150mm 6mm 9mm, the wall thickness is 20mm, the height is 100mm, draw-in groove right side both sides respectively weld 1 piece transverse connection otic placode, left side installation platform angle steel is 70mm 8mm angle steel, length is 500mm, 2 pieces of 70mm 30mm 10mm baffle of upper portion welding, 1 phi 30mm hole is seted up to the left side tip, right side welding platform angle steel is 70mm 8mm angle steel, length is 600mm, 2 pieces of 70mm 30mm 10mm baffle of upper portion welding, 1 phi 30mm hole is seted up to the right side tip.

The pipe fitting support frame comprises draw-in groove, channel-section steel, slider, fixing bolt. The draw-in groove internal dimension is 194mm 150mm 6mm 9mm, and the wall thickness is 20mm, and highly is 100mm, and 14# B channel-section steel length is 600mm, and welded fastening is in draw-in groove one side central point, and two wide 20mm keyways are opened between two parties to the channel-section steel, and the slider is formed by delta 10 mm's steel sheet welding, and the inclined plane length is wide for 144mm 65mm, and horizontal contained angle is 45, and two sliders pass through fixing bolt symmetry to be fixed and constitute the tray structure on the channel-section steel.

The cantilever beam is composed of angle steel, a baffle and a longitudinal connecting lug plate. The specification of the angle steel is 70mm 8mm, the length is 600mm, the angle steel is welded and fixed at a position 100mm away from the upper portion of the telescopic upright post, the interval @100mm of the upper portion of the angle steel is welded with a baffle plate of 70mm 10mm 30mm, the longitudinal connecting lug plate is a steel plate of 70mm 10mm 50mm, and the welding position is 100mm away from the fixed node of the angle steel and the telescopic upright post.

The transverse connecting piece consists of angle steel and a fixing pin. The specification of the angle steel is 50mm 6mm, the length is 1000mm, 1 phi 30mm hole is respectively arranged at a position 25mm away from the two ends of the angle steel, the diameter of the fixing pin is 28mm, and the fixing pin is arranged at the two ends of the angle steel through the phi 30mm holes.

The longitudinal connecting piece consists of angle steel and a fixing pin. The specification of the angle steel is 50mm 6mm, the length is 2000mm, 1 phi 30mm hole is respectively arranged at a position 25mm away from the two ends of the angle steel, the diameter of the fixing pin is 28mm, and the fixing pin is arranged at the two ends of the angle steel through the phi 30mm holes.

2. A method for building a space-crossing large-span cantilever truss ground assembly jig frame is characterized in that: the ground assembly jig frame structure of the space-crossing large-span cantilever truss, which comprises the following specific operations:

s1, placing a fixed base according to the projection of the truss, and fixing a plurality of telescopic upright posts in clamping grooves at the end connection positions through bolts according to the cross section height of the truss;

s2, sequentially mounting the work platform bracket and the pipe fitting support frame on the telescopic upright column before mounting the telescopic upright column on the upper section;

s3, fixing the pipe support frame on the telescopic upright post by using bolts according to the elevation of each tension rod, adjusting the position of the work platform support frame, and paving a work platform springboard;

s4, connecting the transverse connecting piece and the longitudinal connecting piece through the pin shaft to form an integral stable structure, arranging a chain block on each cantilever beam to complete the erection of the truss ground assembly jig frame, and thus realizing the space-crossed large-span cantilever truss ground assembly.

3. The method for building the space-crossing large-span cantilever truss ground assembling jig frame according to claim 1, is characterized in that: the fixing base is provided with a clamping groove, the clamping groove is fastened with the upper telescopic stand column through bolts, and the height of the telescopic stand column can be adjusted through bolt connection between the two telescopic stand columns.

4. The method for building the space-crossing large-span cantilever truss ground assembling jig frame according to claim 1, is characterized in that: operation platform support, pipe fitting support frame all set up the draw-in groove, connect on following the flexible stand through the draw-in groove, can reciprocate along flexible stand, and adjustment operation platform support, pipe fitting support frame position are applicable to the pipe fitting difference and assemble the height.

5. The method for building the space-crossing large-span cantilever truss ground assembling jig frame according to claim 1, is characterized in that: the left side mounting platform angle steel and the right side welding platform angle steel are welded through the operation platform support, the baffle is welded on the angle steel according to the width of the springboard, the springboard can be effectively fixed, and meanwhile, the preformed hole in the end part of the angle steel is connected with the transverse connecting piece through the fixing pin to form a stable structure.

6. The method for building the space-crossing large-span cantilever truss ground assembling jig frame according to claim 1, is characterized in that: a key groove is reserved on the channel steel of the pipe support frame, the sliding block is installed on the key groove through a fixing bolt, the size of the adjusting tray is controlled in the left-right direction on the key groove, and the supporting effect of pipe fittings with different pipe diameters is met.

Technical Field

The invention relates to the technical field of awning steel structures, in particular to a method for building a space-crossed large-span cantilever truss ground assembly jig frame.

Background

The overall dimension of steel structure design of the awning of venue project is larger and larger, and the ground assembling difficulty of the plane truss and the space truss is increased continuously.

When the existing ground assembly jig frame for the canopy steel structure plane and the space truss of the venue project is erected, H-shaped steel and angle steel are welded and combined into a truss assembly jig frame according to the overall dimension of the truss, the erected assembly jig frame is disassembled after the assembly of one truss is completed and the tire is removed, and then the H-shaped steel and the angle steel are welded and combined into a new assembly jig frame according to the overall dimension of the other truss.

Disclosure of Invention

Technical problem to be solved

Aiming at the defects of the prior art, the invention provides a method for erecting a space-crossing large-span overhanging truss ground assembly jig frame, which solves the problems that the existing truss ground assembly jig frame erecting method has large welding quantity, low erecting efficiency, difficulty in controlling the verticality and levelness of the jig frame, and the problems of more high-altitude operations, large safety risk, material waste and large crane cost caused by the fact that H-shaped steel and angle steel need to be assembled and welded and cut and dismantled in the air by using a crane to be hung.

(II) technical scheme

In order to achieve the purpose, the invention is realized by the following technical scheme: a ground assembly jig frame structure of a space-crossed large-span cantilever truss comprises a fixed base, a telescopic upright post, an operation platform bracket, a pipe fitting support frame, a cantilever beam, a transverse connecting piece and a longitudinal connecting piece;

the fixed base is composed of H-shaped steel, a clamping groove and a bolt. H shaped steel model specification is HM300 200, and the welding is constituteed into cross structure, and the draw-in groove length width is 1000mm, welds in H shaped steel node central position, and the appearance is the I shape, and the draw-in groove internal dimension is 194mm 150mm 6mm 9mm, and the wall thickness is 20mm, and is high 100mm, and 2M 28 bolts run through 2 phi 30mm holes that the draw-in groove was seted up for fixed upper portion flexible stand.

The telescopic upright column consists of H-shaped steel, a base plate and bolts. H shaped steel model specification is HM200 150, and length is 2000mm, set up 2 phi 30mm holes along web interval @100mm in the middle, be used for fixed work platform support, pipe fitting support frame, respectively set up 1 phi 30mm hole from both ends 50mm flange board department in the middle, run through both sides flange board, be used for fixed with unable adjustment base, the backing plate is 2 150mm 100mm 20mm steel sheet, set up 2 phi 30mm holes in the middle, it is fixed with the flexible stand of upper segment to utilize 2M 28 bolts.

The operation platform support is composed of a clamping groove, a left side mounting platform angle steel, a right side welding platform angle steel, a baffle and a transverse connecting lug plate. The draw-in groove internal dimension is 194mm 150mm 6mm 9mm, the wall thickness is 20mm, the height is 100mm, draw-in groove right side both sides respectively weld 1 piece transverse connection otic placode, left side installation platform angle steel is 70mm 8mm angle steel, length is 500mm, 2 pieces of 70mm 30mm 10mm baffle of upper portion welding, 1 phi 30mm hole is seted up to the left side tip, right side welding platform angle steel is 70mm 8mm angle steel, length is 600mm, 2 pieces of 70mm 30mm 10mm baffle of upper portion welding, 1 phi 30mm hole is seted up to the right side tip.

The pipe fitting support frame comprises draw-in groove, channel-section steel, slider, fixing bolt. The draw-in groove internal dimension is 194mm 150mm 6mm 9mm, and the wall thickness is 20mm, and highly is 100mm, and 14# B channel-section steel length is 600mm, and welded fastening is in draw-in groove one side central point, and two wide 20mm keyways are opened between two parties to the channel-section steel, and the slider is formed by delta 10 mm's steel sheet welding, and the inclined plane length is wide for 144mm 65mm, and horizontal contained angle is 45, and two sliders pass through fixing bolt symmetry to be fixed and constitute the tray structure on the channel-section steel.

The cantilever beam is composed of angle steel, a baffle and a longitudinal connecting lug plate. The specification of the angle steel is 70mm 8mm, the length is 600mm, the angle steel is welded and fixed at a position 100mm away from the upper portion of the telescopic upright post, the interval @100mm of the upper portion of the angle steel is welded with a baffle plate of 70mm 10mm 30mm, the longitudinal connecting lug plate is a steel plate of 70mm 10mm 50mm, and the welding position is 100mm away from the fixed node of the angle steel and the telescopic upright post.

The transverse connecting piece consists of angle steel and a fixing pin. The specification of the angle steel is 50mm 6mm, the length is 1000mm, 1 phi 30mm hole is respectively arranged at a position 25mm away from the two ends of the angle steel, the diameter of the fixing pin is 28mm, and the fixing pin is arranged at the two ends of the angle steel through the phi 30mm holes.

The longitudinal connecting piece consists of angle steel and a fixing pin. The specification of the angle steel is 50mm 6mm, the length is 2000mm, 1 phi 30mm hole is respectively arranged at a position 25mm away from the two ends of the angle steel, the diameter of the fixing pin is 28mm, and the fixing pin is arranged at the two ends of the angle steel through the phi 30mm holes.

The utility model provides a truss ground assembly bed-jig method of encorbelmenting of space cross large-span, includes above-mentioned truss ground assembly bed-jig structure is encorbelmented to space cross large-span, specifically the operation is as follows:

s1, placing a fixed base according to the projection of the truss, and fixing a plurality of telescopic upright posts in clamping grooves at the end connection positions through bolts according to the cross section height of the truss;

s2, sequentially mounting the work platform bracket and the pipe fitting support frame on the telescopic upright column before mounting the telescopic upright column on the upper section;

s3, fixing the pipe support frame on the telescopic upright post by using bolts according to the elevation of each tension rod, adjusting the position of the work platform support frame, and paving a work platform springboard;

s4, connecting the transverse connecting piece and the longitudinal connecting piece through the pin shaft to form an integral stable structure, arranging a chain block on each cantilever beam to complete the erection of the truss ground assembly jig frame, and thus realizing the space-crossed large-span cantilever truss ground assembly.

Preferably, the fixed base is provided with a clamping groove, the fixed base and the upper telescopic stand column are tightly clamped by bolts, and the two telescopic stand columns are connected by bolts to adjust the height of the telescopic stand column.

Preferably, operation platform support, pipe support frame all set up the draw-in groove, connect on following the flexible stand through the draw-in groove, can reciprocate along flexible stand, and adjustment operation platform support, pipe support frame position are applicable to the different heights of assembling of pipe fitting.

Preferably, the left side mounting platform angle steel and the right side welding platform angle steel are welded on the operation platform support, the baffle is welded on the angle steel according to the width of the springboard, the springboard can be effectively fixed, and meanwhile, the preformed hole in the end part of the angle steel is connected with the transverse connecting piece through the fixing pin to form a stable structure.

Preferably, a key groove is reserved in the channel steel of the pipe support frame, the sliding block is installed on the key groove through a fixing bolt, the size of the tray is adjusted in a left-right moving mode on the key groove, and the supporting effect of pipe fittings with different pipe diameters is met.

(III) advantageous effects

The invention provides a method for erecting a space-crossed large-span cantilever truss ground assembly jig frame. The method has the following beneficial effects: the method for erecting the space-crossing large-span cantilever truss ground assembling jig frame has the advantages that the standardized assembling pieces are prefabricated and installed, the structure is safe, stable and reliable, the assembling and disassembling efficiency is high, and cost reduction and speed acceleration are realized.

Drawings

FIG. 1: space cross large-span cantilever truss ground assembly bed-jig 3D sketch map.

FIG. 2: fixed base top view, left side view (from left to right).

FIG. 3: a front view of the telescopic upright post and a left view (from left to right).

FIG. 4: the front view, the top view and the right view (from left to right) of the working platform bracket.

FIG. 5: the front view and the right view (from left to right) of the pipe fitting support frame.

FIG. 6: a front view of the cantilever beam and a right view (from left to right).

FIG. 7: front view of the cross-connector, left view (from left to right).

FIG. 8: front view of the longitudinal connecting piece and left view (from left to right).

In the figure:

1. a fixed base; 1-1, H-shaped steel; 1-2, a clamping groove; 1-3, bolts; 2. a telescopic upright post; 2-1, H-shaped steel; 2-2, a backing plate; 2-3, bolts; 3. a work platform support; 3-1, a clamping groove; 3-2, mounting platform angle steel on the left side; 3-3, welding platform angle steel on the right side; 3-4, a baffle plate; 3-5, transversely connecting the lug plates; 4. A pipe fitting support frame; 4-1, a clamping groove; 4-2, channel steel; 4-3, a sliding block; 4-4, fixing bolts; 5. a cantilever beam; 5-1, angle steel; 5-2, a baffle; 5-3, longitudinally connecting the lug plates; 6. a transverse connector; 6-1, angle steel 6-2 and a fixing pin; 7. a longitudinal connector; 7-1, angle steel; 7-2, fixing the pin.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the 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.

Referring to fig. 1-8, the present invention provides a technical solution: a ground assembly jig frame structure of a space-crossed large-span cantilever truss comprises a fixed base, a telescopic upright post, an operation platform bracket, a pipe fitting support frame, a cantilever beam, a transverse connecting piece and a longitudinal connecting piece;

the fixed base is composed of H-shaped steel, a clamping groove and a bolt. H shaped steel model specification is HM300 200, and the welding is constituteed into cross structure, and the draw-in groove length width is 1000mm, welds in H shaped steel node central position, and the appearance is the I shape, and the draw-in groove internal dimension is 194mm 150mm 6mm 9mm, and the wall thickness is 20mm, and is high 100mm, and 2M 28 bolts run through 2 phi 30mm holes that the draw-in groove was seted up for fixed upper portion flexible stand.

The telescopic upright column consists of H-shaped steel, a base plate and bolts. H shaped steel model specification is HM200 150, and length is 2000mm, set up 2 phi 30mm holes along web interval @100mm in the middle, be used for fixed work platform support, pipe fitting support frame, respectively set up 1 phi 30mm hole from both ends 50mm flange board department in the middle, run through both sides flange board, be used for fixed with unable adjustment base, the backing plate is 2 150mm 100mm 20mm steel sheet, set up 2 phi 30mm holes in the middle, it is fixed with the flexible stand of upper segment to utilize 2M 28 bolts.

The operation platform bracket consists of a clamping groove, a left side mounting platform angle steel, a right side welding platform angle steel, a baffle and a transverse connecting lug plate. The draw-in groove internal dimension is 194mm 150mm 6mm 9mm, the wall thickness is 20mm, the height is 100mm, draw-in groove right side both sides respectively weld 1 piece transverse connection otic placode, left side installation platform angle steel is 70mm 8mm angle steel, length is 500mm, 2 pieces of 70mm 30mm 10mm baffle of upper portion welding, 1 phi 30mm hole is seted up to the left side tip, right side welding platform angle steel is 70mm 8mm angle steel, length is 600mm, 2 pieces of 70mm 30mm 10mm baffle of upper portion welding, 1 phi 30mm hole is seted up to the right side tip.

The pipe fitting support frame comprises draw-in groove, channel-section steel, slider, fixing bolt. The draw-in groove internal dimension is 194mm 150mm 6mm 9mm, and the wall thickness is 20mm, and highly is 100mm, and 14# B channel-section steel length is 600mm, and welded fastening is in draw-in groove one side central point, and two wide 20mm keyways are opened between two parties to the channel-section steel, and the slider is formed by delta 10 mm's steel sheet welding, and the inclined plane length is wide for 144mm 65mm, and horizontal contained angle is 45, and two sliders pass through fixing bolt symmetry to be fixed and constitute the tray structure on the channel-section steel.

The cantilever beam consists of angle steel, a baffle plate and a longitudinal connecting lug plate. The specification of the angle steel is 70mm 8mm, the length is 600mm, the angle steel is welded and fixed at a position 100mm away from the upper portion of the telescopic upright post, the interval @100mm of the upper portion of the angle steel is welded with a baffle plate of 70mm 10mm 30mm, the longitudinal connecting lug plate is a steel plate of 70mm 10mm 50mm, and the welding position is 100mm away from the fixed node of the angle steel and the telescopic upright post.

The transverse connecting piece consists of angle steel and a fixing pin. The specification of the angle steel is 50mm 6mm, the length is 1000mm, 1 phi 30mm hole is respectively arranged at a position 25mm away from the two ends of the angle steel, the diameter of the fixing pin is 28mm, and the fixing pin is arranged at the two ends of the angle steel through the phi 30mm holes.

The longitudinal connecting piece consists of angle steel and a fixing pin. The specification of the angle steel is 50mm 6mm, the length is 2000mm, 1 phi 30mm hole is respectively arranged at a position 25mm away from the two ends of the angle steel, the diameter of the fixing pin is 28mm, and the fixing pin is arranged at the two ends of the angle steel through the phi 30mm holes.

The utility model provides a truss ground assembly bed-jig method of encorbelmenting of space cross large-span, includes that the truss ground assembly bed-jig structure of encorbelmenting of above-mentioned space cross large-span specifically operates as follows:

s1, placing a fixed base according to the projection of the truss, and fixing a plurality of telescopic upright posts in clamping grooves at the end connection positions through bolts according to the cross section height of the truss;

s2, sequentially mounting the work platform bracket and the pipe fitting support frame on the telescopic upright column before mounting the telescopic upright column on the upper section;

s3, fixing the pipe support frame on the telescopic upright post by using bolts according to the elevation of each tension rod, adjusting the position of the work platform support frame, and paving a work platform springboard;

s4, connecting the transverse connecting piece and the longitudinal connecting piece through the pin shaft to form an integral stable structure, arranging a chain block on each cantilever beam to complete the erection of the truss ground assembly jig frame, and thus realizing the space-crossed large-span cantilever truss ground assembly.

The fixed base is provided with a clamping groove, the clamping groove is fastened with the upper telescopic stand column through bolts, and the height of the telescopic stand column can be adjusted through bolt connection between the two telescopic stand columns.

Operation platform support, pipe fitting support frame all set up the draw-in groove, connect on following the flexible stand through the draw-in groove, can reciprocate along flexible stand, and adjustment operation platform support, pipe fitting support frame position are applicable to the pipe fitting difference and assemble the height.

The left side mounting platform angle steel and the right side welding platform angle steel are welded through the operation platform support, the baffle is welded on the angle steel according to the width of the springboard, the springboard can be effectively fixed, and meanwhile, the preformed hole in the end part of the angle steel is connected with the transverse connecting piece through the fixing pin to form a stable structure.

The key groove is reserved on the channel steel of the pipe support frame, the sliding block is installed on the key groove through the fixing bolt, the size of the adjusting tray is controlled in the left-right direction on the key groove, and the supporting effect of pipe fittings with different pipe diameters is met.

In conclusion, the method for erecting the space-crossing large-span cantilever truss ground assembling jig frame has the advantages that the standardized assembly is prefabricated and installed, the structure is safe, stable and reliable, the assembling and disassembling efficiency is high, and cost reduction and speed increase are realized.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.