CN214939381U - Bent cap template supports suspension system - Google Patents
Bent cap template supports suspension system Download PDFInfo
- Publication number
- CN214939381U CN214939381U CN202121467331.8U CN202121467331U CN214939381U CN 214939381 U CN214939381 U CN 214939381U CN 202121467331 U CN202121467331 U CN 202121467331U CN 214939381 U CN214939381 U CN 214939381U
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- joist
- suspension system
- bent cap
- bent
- formwork support
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Abstract
The utility model relates to a bent cap template supports suspension system, including inserting two supports at the bottom of the riverbed side by side, the top of support is provided with hangs the roof beam, and is provided with the joist between two supports, and the joist with hang and be connected through the combination jib between the roof beam, be provided with the distribution roof beam on the joist, be provided with the bent cap template system that is higher than the riverbed surface of water on the distribution roof beam. The bent cap template supporting and suspending system is suitable for near-water bent cap overwater construction, solves the limitation of the traditional bent cap construction method on overwater bent cap construction, and ensures the engineering quality on the premise of ensuring the overwater operation safety; the whole structure is simple and reliable, and the construction cost is saved.
Description
Technical Field
The utility model relates to a bent cap construction field, in particular to bent cap template supports suspension system.
Background
In the construction of the capping beam of the pier, the height difference between the bottom surface of the capping beam and the water surface is small, and the capping beam is close to the water surface, so that the cast-in-place capping beam formwork support system cannot be completed by installing the traditional construction method (such as a hoop method, a support method, a cross steel bar method and the like). To this end, a capping beam formwork support suspension system is devised.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: to overcome the deficiencies of the prior art, a capping beam form support suspension system is provided.
In order to achieve the above technical effect, the utility model discloses a technical scheme is: the utility model provides a bent cap template supports suspension system, includes two supports that insert the riverbed bottom side by side, the top of support is provided with hangs the roof beam, and two be provided with the joist between the support, the joist is connected through the combination jib with hanging between the roof beam, is provided with the distribution roof beam on the joist, be provided with the bent cap template system that is higher than the riverbed surface of water on the distribution roof beam.
Preferably, the support includes two framed bents of constituteing by many steel pipes, the top of framed bent is provided with the crossbeam, hang the roof beam and erect between two crossbeams.
Preferably, the bent frame is provided with a reinforcing rod, and the surface of the bent frame is provided with an anti-rust layer.
Preferably, the number of the joists is multiple, and the joists are arranged at intervals along the length direction of the cross beam.
Preferably, the number of the distribution beams is multiple, and each distribution beam is uniformly distributed on the joist along the length direction of the cross beam.
Preferably, the hanging beam, the joist and the distribution beam are all made of I-steel.
Preferably, the combined suspender comprises a suspender body and two locking nuts, the two locking nuts are respectively arranged at the upper end of the hanging beam and the lower end of the joist, and the suspender body penetrates through the hanging beam and the joist and is in threaded connection with the locking nuts.
Preferably, the suspender body is made of long round steel, and both ends of the long round steel are provided with threads.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the method is suitable for overwater construction of the near-water surface bent cap, solves the limitation of the traditional bent cap construction method on the overwater bent cap construction, and ensures the engineering quality on the premise of ensuring the overwater operation safety;
2. the whole structure is simple and reliable, and the construction cost is saved.
The foregoing description is only an overview of the technical solutions of the present invention, and in order to make the technical means of the present invention more clearly understood, the present invention may be implemented according to the content of the description, and in order to make the above and other objects, features, and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and the embodiments, and it is obvious that the described embodiments are some embodiments, not all embodiments of the present invention.
Drawings
Fig. 1 is a schematic front structural view of a bent cap formwork support suspension system of the present invention;
fig. 2 is a schematic side view of the bent cap formwork supporting suspension system of the present invention;
fig. 3 is a schematic structural view of the combined suspension rod of the present invention.
The reference numbers and corresponding designations in the drawings are: 1. the beam formwork system comprises a support, 11 bent frames, 12 cross beams, 13 reinforcing rods, 2 hanging beams, 3 joist beams, 4 combined suspender beams, 41 suspender bodies, 42 locking nuts, 5 distribution beams and 6 cover beams.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic drawings and illustrate the basic structure of the present invention only in a schematic manner, and thus show only the components related to the present invention.
As shown in fig. 1-2, the embodiment provides a suspension system for a capping beam formwork support 1, which includes two supports 1 inserted into the bottom of a river bed side by side, a hanging beam 2 is disposed on the top of the support 1, a joist 3 is disposed between the two supports 1, the joist 3 is connected with the hanging beam 2 through a combined suspension rod 4, a distribution beam 5 is disposed on the joist 3, and a capping beam formwork system 6 higher than the water surface of the river bed is disposed on the distribution beam 5; preferably, the suspension beams 2, the joist 3 and the distribution beams 5 are made of i-steel.
The whole load of the suspension system is borne by the two supports 1, the bent cap template system 6 is placed on a platform formed by the distribution beam 5 and the joist 3, the weight of the bent cap template system acting on the distribution beam 5 can be uniformly transferred to the joist 3, the joist 3 is transferred to the hanging beam 2 by the combined suspension rod 4, and the hanging beam 2 finally acts on the supports 1. The suspension system is suitable for overwater construction of the cover beam close to the water surface, solves the problem that the traditional cover beam construction method is limited to overwater cover beam construction, ensures the engineering quality on the premise of ensuring the overwater operation safety, and saves the construction cost.
On the basis of the above embodiment, the support 1 comprises two bent frames 11 composed of a plurality of steel pipes, the top of the bent frame 11 is provided with a cross beam 12, and the hanging beam 2 is erected between the two cross beams 12. In addition, the bent frame 11 is also provided with a reinforcing rod 13, and the surface of the bent frame 11 is provided with an anti-rust layer.
The bent 11 in this embodiment is composed of four steel pipes, the strength of the whole structure is improved by the reinforcing rod 13, the antirust paint can be selected as the antirust layer on the surface, and the design ensures that the support 1 has good stress performance and can be recycled for a long time.
The number of the joists 3 is multiple, and the joists 3 are arranged at intervals along the length direction of the cross beam 12.
In the embodiment, the number of the joists 3 is seven, and the joists are arranged in a mode that two ends are sparse and the middle is dense according to the acting force position of the cover beam template system 6 so as to ensure stable and reliable support.
The distribution beams 5 are distributed on the joist 3 along the length direction of the beam 12, so that the acting force of the bent cap template system 6 can be uniformly dispersed, and the stability and the safety of the suspension system are prevented from being seriously influenced by local stress.
As shown in fig. 3, the combined suspension rod 4 includes a suspension rod body 41 and two locking nuts 42, the two locking nuts 42 are respectively disposed at the upper end of the hanging beam 2 and the lower end of the joist 3, the suspension rod body 41 penetrates through the hanging beam 2 and the joist 3, and is in threaded connection with the locking nuts 42.
The distance between the joist 3 and the hanging beam 2 can be adjusted through the locking nut 42 in the embodiment, so that the cover beam template system 6 above the joist 3 is always positioned above the water surface of the riverbed, the river bed is suitable for water level construction at different heights, and the compatibility is good. In addition, the combined suspender 4 is convenient to disassemble, and is beneficial to the later-stage dismantling and transportation of the hanging beam 2 and the joist 3.
The hanger rod body 41 is made of long round steel, and threads are arranged at two ends of the long round steel. The long round steel has good tensile strength, and the threads at the two ends can be matched with the locking nut 42 for connection.
The present invention is not limited to the above specific embodiments, and for those skilled in the art, the above conception can be used without any creative work, and all the changes made fall within the protection scope of the present invention.
Claims (8)
1. The utility model provides a bent cap template supports suspension system, includes two supports (1) that insert the riverbed bottom side by side, its characterized in that, the top of supporting (1) is provided with hangs roof beam (2), and two it is provided with joist (3) to support between (1), be connected through combination jib (4) between joist (3) and the string roof beam (2), be provided with on joist (3) and distribute roof beam (5), be provided with on distribution roof beam (5) and be higher than riverbed surface of water bent cap template system (6).
2. The capping beam formwork support suspension system according to claim 1, characterized in that the support (1) comprises two bent frames (11) consisting of a plurality of steel pipes, the top of the bent frames (11) is provided with a cross beam (12), and the hanging beam (2) is erected between the two cross beams (12).
3. A capping beam formwork support suspension system as claimed in claim 2 wherein the bent frame (11) is provided with a reinforcing bar (13) and the bent frame (11) surface is provided with a rust preventive layer.
4. A capping beam formwork support suspension system as claimed in claim 2 wherein there are a plurality of said joists (3), each said joist (3) being spaced apart along the length of the cross beam (12).
5. A capping beam formwork support suspension system as claimed in claim 4, wherein there are a plurality of said distribution beams (5), each said distribution beam (5) being evenly distributed on the joist (3) along the length of the cross beam (12).
6. A capping beam formwork support suspension system as claimed in claim 1, wherein the suspension beam (2), joist (3) and distribution beam (5) are made of i-steel.
7. The capping beam formwork support suspension system according to any one of claims 1 to 6, wherein the combined hanger bar (4) comprises a hanger bar body (41) and two locking nuts (42), the two locking nuts (42) being respectively disposed at the upper end of the hanging beam (2) and the lower end of the joist (3), the hanger bar body (41) penetrating the hanging beam (2) and the joist (3) and being threadedly connected with the locking nuts (42).
8. The capping beam formwork support suspension system of claim 7 wherein the hanger bar body (41) is made of an elongated steel with threads on both ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121467331.8U CN214939381U (en) | 2021-06-30 | 2021-06-30 | Bent cap template supports suspension system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121467331.8U CN214939381U (en) | 2021-06-30 | 2021-06-30 | Bent cap template supports suspension system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214939381U true CN214939381U (en) | 2021-11-30 |
Family
ID=79075125
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121467331.8U Active CN214939381U (en) | 2021-06-30 | 2021-06-30 | Bent cap template supports suspension system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214939381U (en) |
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2021
- 2021-06-30 CN CN202121467331.8U patent/CN214939381U/en active Active
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