CN213476644U - Pier bent cap hooping steel beam template system - Google Patents
Pier bent cap hooping steel beam template system Download PDFInfo
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- CN213476644U CN213476644U CN202022052124.8U CN202022052124U CN213476644U CN 213476644 U CN213476644 U CN 213476644U CN 202022052124 U CN202022052124 U CN 202022052124U CN 213476644 U CN213476644 U CN 213476644U
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Abstract
The utility model relates to a pier bent cap hooping steel beam template system, including setting up the staple bolt subassembly on the pier stud, be provided with the installation roof beam on the staple bolt subassembly, be provided with bent cap template subassembly on the installation roof beam, the staple bolt subassembly includes two convex hooping plates, the both sides that just are located hooping plate on the hooping plate are provided with the connecting plate, be provided with the connecting piece that is used for connecting two hooping plates between two hooping plate's the connecting plate, the fixed slot has been seted up on the face of hooping plate towards the pier stud, the fixed slot is located the central authorities position of hooping plate, the fixed slot is seted up along vertical direction, the one end of fixed slot link up the staple bolt board setting, still including resisting tight board, be provided with sliding connection in the fixed slot on the tight board, support tight board and pier stud butt. This application has the effect of the suitability of being convenient for increase hoop plate.
Description
Technical Field
The application relates to the field of bridge construction, in particular to a pier capping beam hooping steel beam template system.
Background
The pier capping beam is a cross beam which is arranged at the top of a framed bent pile pier and is also called a capping beam for supporting, distributing and transferring the load of an upper structure, the capping beam mainly plays a role in supporting the upper structure of a bridge and transferring all the load to a lower structure, and a bridge pile is directly connected with the capping beam in construction or connected with the capping beam after being connected with an upright post.
The existing Chinese patent with the publication number of CN208668279U discloses a pier bent cap hoop steel beam formwork system, which comprises a pier stud, an upper hoop, a lower hoop, a bent cap pouring formwork, a cross beam and the like, wherein the upper hoop and the lower hoop are connected with the pier stud through high-strength bolts, the end parts of the upper hoop and the lower hoop are provided with hoop cover plates, the hoop cover plate at the upper end part of the upper hoop is provided with a hoop cover plate cross beam placing groove, the cross beam is arranged on the hoop cover plate, the cross beam is provided with a longitudinal distribution beam limiting device, the longitudinal distribution beam is arranged on the cross beam, a bottom die is arranged on the longitudinal distribution beam, an integral steel reinforcement cage, a corrugated pipe, a prestressed steel strand and a P-shaped anchorage device are arranged in the bent cap pouring formwork, and a unit plug-in type safety protection frame is arranged on the pier stud through a placing hole reserved in.
In view of the above-mentioned related technologies, the inventor believes that when the cross section of the pier is rectangular, the upper anchor ear and the lower anchor ear are both semicircular, so that the upper anchor ear and the lower anchor ear cannot be well installed on the pier, and at this time, the anchor ear needs to be manufactured again, which is inconvenient.
SUMMERY OF THE UTILITY MODEL
In order to facilitate the increase of the suitability of embracing the hoop board, this application provides a pier bent cap hoops hoop steel beam template system.
The application provides a pair of pier bent cap hooping steel beam template system adopts following technical scheme:
the utility model provides a pier bent cap hooping steel beam template system, is including setting up the staple bolt subassembly on the pier stud, be provided with the installation roof beam on the staple bolt subassembly, be provided with bent cap template subassembly on the installation roof beam, the staple bolt subassembly includes two convex hooping plates, the both sides that just are located hooping plates on the hooping plates are provided with the connecting plate, two be provided with the connecting piece that is used for connecting two hooping plates between hooping plates's the connecting plate, the fixed slot has been seted up on hooping plates towards the face of pier stud, the fixed slot is located hooping plates's central position, the fixed slot is seted up along vertical direction, the one end of fixed slot link up the setting of hooping plates, still include and support the tight board, it is provided with sliding connection in the fixed slot on the tight board to support tight board, support tight board and pier stud butt.
By adopting the technical scheme, when the template system is used, a worker firstly installs the hoop components on the pier stud, and at the moment, if the pier stud is cylindrical, the two hoop components are directly abutted against the pier stud, then the two hoop plates are connected by using the connecting piece, so that the hoop plates are fixed on the pier stud, if the pier stud is square, the worker can slide the fixing block of the abutting plate into the fixing groove through the penetrating end of the fixing groove, so that the abutting plate slides into the hoop plates, the abutting plate is abutted against the pier stud, then the two hoop plates are connected, thus the installation of the post hoop components is completed, then the worker installs the installation beams and the template components and pours the cover beams, and the hoop plates which can be installed on the hoop plates can be arranged, so that the hoop plates can be installed on the cylindrical pier stud and can also be installed on the square pier stud, thereby improving the applicability of the hoop plate.
Optionally, a supporting spring is arranged between the fixing block and the abutting plate, one end of the supporting spring is fixedly connected with the abutting plate, the other end of the supporting spring is fixedly connected with the fixing block, and the supporting spring is in a compressed state.
Through adopting above-mentioned technical scheme, compression state's spring can produce elasticity to producing elasticity to supporting tight board, making to support tight board and tightly support on the pier stud, thereby increase the frictional force of supporting between tight board and the pier stud, make the hoop board can fix on the pier stud better.
Optionally, a supporting rod is arranged between the tightening plate and the fixing block, two ends of the supporting rod are respectively fixedly connected with the tightening plate and the fixing block, the supporting rod is sleeved with the supporting spring, and the supporting rod is of a telescopic structure.
Through adopting above-mentioned technical scheme, the setting of bracing piece can play the guide effect to the compression of spring to reduced the condition that takes place the spring and take place the slope, guaranteed that the spring can be all the time to producing elasticity to supporting tight board, and set up the bracing piece into extending structure then make the bracing piece can cooperate the flexible and flexible of spring.
Optionally, the telescopic structure comprises a fixed pipe and a moving rod inserted in the fixed pipe in a sliding manner, the fixed pipe is fixedly connected with the fixed block, and one end, far away from the fixed pipe, of the moving rod is fixedly connected with the abutting plate.
Through adopting above-mentioned technical scheme, the carriage release lever immigration or shift out fixed pipe can make the length direction of bracing piece change to make the bracing piece can stretch out and draw back along with the spring.
Optionally, the connecting piece includes a plurality of split screws, the split screws are located between the connecting plates corresponding to the two hoop plates, the split screws penetrate through the two connecting plates, and the split screws are provided with tightening nuts for tightening to the connecting plates.
Through adopting above-mentioned technical scheme, can be fixed the staple bolt board to the pier stud through to drawing the screw rod and supporting tight nut, and adopt to draw screw rod itself can not produce destruction to the pier stud, also only need when dismantling to support tight nut to screw out and take out again to draw the screw rod can, it is comparatively convenient.
Optionally, a bearing rod is arranged between the mounting beam and the hoop plate, one end of the bearing rod is fixedly connected with the end of the mounting beam, the other end of the bearing rod is arranged on the hoop plate, and the bearing rod is arranged along the inclined direction.
Through adopting above-mentioned technical scheme, utilize the bearing bar to transmit the load that the installation roof beam bore for the hoop board, and the bearing bar sets up along the incline direction, and the load that the bearing bar bore can produce the component of horizontal direction to the hoop board to further increase the frictional force between hoop board and the pier stud.
Optionally, the hoop plate is provided with a mounting block, the mounting block is provided with a mounting hole, and the end of the bearing rod is located in the mounting hole.
Through adopting above-mentioned technical scheme, when the installation bearing bar, make the tip of bearing bar insert to the mounting hole on the installation piece, can be connected bearing bar and staple bolt board, and when dismantling, then directly with the bearing bar with take out in the mounting hole can, very convenient.
Optionally, a fastening bolt fastened to the bearing rod is arranged on the mounting block.
Through adopting above-mentioned technical scheme, support the setting of tight bolt and can fix the bearing bar in the mounting hole better.
In summary, the present application includes at least one of the following beneficial technical effects:
the fixing grooves are formed in the hoop plates, the abutting plates are arranged on the faces, facing the pier stud, of the hoop plates, the fixing blocks connected into the fixing grooves in a sliding mode are arranged on the abutting plates, and when the pier stud is cylindrical, the hoop plates can be directly fixed to the pier stud; when the pier stud is square, the abutting plate is arranged on the hoop plate, and the abutting plate abuts against the pier stud, so that the applicability of the hoop plate is improved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic structural diagram of a hoop plate shown in FIG. 1 according to an embodiment of the present disclosure.
Description of reference numerals: 1. pier studs; 2. the hoop component; 21. a hoop plate; 211. a connecting plate; 212. fixing grooves; 22. a propping plate; 221. a fixed block; 23. a support spring; 24. a support bar; 241. a fixed tube; 242. a travel bar; 25. mounting blocks; 251. mounting holes; 252. tightly abutting against the bolt; 3. mounting a beam; 4. a capping beam template assembly; 5. oppositely pulling the screw rod; 51. tightly abutting the nut; 6. a load-bearing bar.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses pier bent cap hooping steel beam template system.
Referring to fig. 1, a hoop steel beam template system is embraced to pier bent cap, is provided with installation roof beam 3 including setting up staple bolt subassembly 2 on pier stud 1 on the staple bolt subassembly 2, and installation roof beam 3 is provided with two, and two installation roof beams 3 are parallel to each other, is provided with bent cap template subassembly 4 on the installation roof beam 3, and bent cap template subassembly 4 includes die block, side form and end mould, and the die block is installed on installation roof beam 3, and side form and end mould are then installed on the die block.
Referring to fig. 1 and 2, the hoop assembly 2 includes two circular arc-shaped hoop plates 21, connecting plates 211 are disposed on the hoop plates 21 and located at two sides of the hoop plates 21, a connecting member is disposed between two corresponding connecting plates 211, a fixing groove 212 is disposed on a surface of the hoop plate 21 facing the pier stud 1, the fixing groove 212 is located at a central position of the hoop plate 21, the fixing groove 212 is vertically disposed downward from a side of the hoop plate 21 close to the mounting beam 3 to a center of the hoop plate 21, and one end of the fixing groove 212 close to the mounting beam 3 is penetrated through the hoop plate 21, the hoop assembly 2 further comprises a resisting plate 22, the size of the resisting plate 22 is matched with that of the hoop plate 21, the resisting plate 22 is provided with a fixing block 221 which is connected in the fixing groove 212 in a sliding manner, when the abutting plate 22 is installed, the abutting plate 22 is slid into the hoop plate 21 through the fixing block 221, and the abutting plate 22 abuts against the pier stud 1.
When using this template system, the staff at first installs according to pier stud 1's shape and embraces hoop plate 21, if pier stud 1 is cylindrical, then directly install two and embrace hoop plate 21 on pier stud 1, and make and embrace hoop plate 21 and pier stud 1 tightly can, if pier stud 1 is square, this moment the staff need with support on the hoop plate 21 is installed to tight board 22, make afterwards support tight board 22 butt to pier stud 1 on, again fix can, then the staff installs installation roof beam 3 and bent cap template subassembly 4 again, so just make and embrace hoop plate 21 can be applicable to cylindrical pier stud 1 and square pier stud 1, the suitability of embracing hoop plate 21 has been improved.
Referring to fig. 1, the connecting member includes a plurality of counter-pulling screws 5, the counter-pulling screws 5 are located between the connecting plates 211 corresponding to the two hoop plates 21, the counter-pulling screws 5 are disposed through the two connecting plates 211, the counter-pulling screws 5 are connected with the abutting nuts 51 abutting against the connecting plates 211 in a threaded manner, the two hoop plates 21 can be fixed by the counter-pulling screws 5, so that the hoop plates 21 abut against the pier stud 1, and the pier stud 1 is not damaged.
Referring to fig. 2, in order to increase the friction force between the abutting plate 22 and the pier stud 1 and enable the hoop plate 21 to better bear the load, a supporting spring 23 is arranged between the fixing block 221 and the abutting plate 22, one end of the supporting spring 23 is fixedly connected with the abutting plate 22, the other end of the supporting spring 23 is fixedly connected with the fixing block 221, and when the abutting plate 22 is mounted on the hoop plate 21, the supporting spring 23 is in a compressed state; the elasticity of the support spring 23 exerts an elastic force on the abutting plate 22, so that the frictional force between the abutting plate 22 and the abutment 1 is increased.
Referring to fig. 2, in order to reduce the occurrence of the inclination of the supporting spring 23, a supporting rod 24 is disposed between the tightening plate 22 and the fixing block 221, two ends of the supporting rod 24 are respectively fixedly connected to the tightening plate 22 and the fixing block 221, the supporting spring 23 is sleeved on the supporting rod 24, meanwhile, in order to match the extension and retraction of the supporting spring 23, the supporting rod 24 is set to be a telescopic structure, the supporting rod 24 is composed of a fixed tube 241 and a moving rod 242 slidably inserted into the fixed tube 241, wherein the fixed tube 241 is fixedly connected to the fixing block 221, and one end of the moving rod 242, which is far away from the fixed tube 241, is fixedly connected to the tightening plate 22.
Referring to fig. 1 and 2, in order to enable the hoop plate 21 to better bear the load on the installation beam 3, a bearing rod 6 is arranged between the installation beam 3 and the hoop plate 21, one end of the bearing rod 6 is fixedly connected with the installation beam 3, the other end of the bearing rod is arranged on the hoop plate 21, and the bearing rod 6 is arranged along the inclined direction, so that the bearing rod 6 can horizontally separate the hoop plate 21, friction between the hoop plate 21 and the abutment plate 22 and the pier stud 1 is increased, the fixing effect of the hoop plate 21 is further improved, in order to facilitate installation of the bearing rod 6, an installation block 25 is integrally arranged on the hoop plate 21, an installation hole 251 is formed in the installation block 25, the end of the bearing rod 6 is located in the installation hole 251, and an abutment bolt 252 abutting against the bearing rod 6 is arranged on the installation block 25.
The application embodiment of the pier bent cap hoop steel beam template system is implemented according to the principle that: when the formwork system is used, a worker firstly installs the hoop component 2 on the pier 1, at the moment, if the pier 1 is cylindrical, the two hoop plates 21 are directly abutted against the pier 1, then the two hoop plates 21 are connected by the opposite-pulling screw rods 5, so that the hoop plates 21 are fixed on the pier 1, if the pier 1 is square, the worker can slide the fixing blocks 221 of the abutting plates 22 into the fixing grooves 212 through the penetrating ends of the fixing grooves 212, so that the abutting plates 22 slide into the hoop plates 21, the abutting plates 22 abut against the pier 1, and then the two hoop plates 21 are connected, so that the installation of the rear hoop component 2 is completed, then the worker installs the installation beams 3 and the formwork components, and pours the cover beams, by arranging the abutting plates 22 which can be installed on the hoop plates 21, the hoop plates 21 can be installed on the cylindrical pier 1, can also be arranged on the square pier stud 1, thereby improving the applicability of the hoop plate 21.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a pier bent cap hooping steel beam template system, is including setting up staple bolt subassembly (2) on pier stud (1), be provided with installation roof beam (3) on staple bolt subassembly (2), be provided with bent cap template subassembly (4), its characterized in that on installation roof beam (3): staple bolt subassembly (2) include two convex armful hoop plates (21), the both sides that just are located armful hoop plates (21) on armful hoop plates (21) are provided with connecting plate (211), two be provided with the connecting piece that is used for connecting two armful hoop plates (21) between connecting plate (211) of armful hoop plates (21), fixed slot (212) have been seted up on armful hoop plates (21) towards pier stud (1) face, fixed slot (212) are located the central point position of armful hoop plates (21), vertical direction is seted up along fixed slot (212), the one end of fixed slot (212) link up armful hoop plates (21) and set up, still including resisting tight board (22), be provided with fixed block (221) of sliding connection in fixed slot (212) on resisting tight board (22), support tight board (22) and pier stud (1) butt.
2. The pier capping beam hooping steel beam formwork system of claim 1, wherein: a supporting spring (23) is arranged between the fixed block (221) and the abutting plate (22), one end of the supporting spring (23) is fixedly connected with the abutting plate (22), the other end of the supporting spring is fixedly connected with the fixed block (221), and the supporting spring (23) is in a compressed state.
3. The pier capping beam hooping steel beam formwork system of claim 2, wherein: the supporting rod (24) is arranged between the tightening plate (22) and the fixing block (221), two ends of the supporting rod (24) are fixedly connected with the tightening plate (22) and the fixing block (221) respectively, the supporting spring (23) is sleeved on the supporting rod (24), and the supporting rod (24) is of a telescopic structure.
4. The pier capping beam hooping steel beam formwork system of claim 3, wherein: the telescopic structure comprises a fixed pipe (241) and a moving rod (242) inserted into the fixed pipe (241) in a sliding mode, the fixed pipe (241) is fixedly connected with the fixed block (221), and one end, far away from the fixed pipe (241), of the moving rod (242) is fixedly connected with the abutting plate (22).
5. The pier capping beam hooping steel beam formwork system of claim 1, wherein: the connecting piece includes a plurality of to drawing screw rod (5), to drawing screw rod (5) and being located between connecting plate (211) that two hooping plate (21) correspond, just to drawing screw rod (5) and wearing to locate two connecting plate (211) and setting, be provided with on drawing screw rod (5) and support tight nut (51) to on connecting plate (211).
6. The pier capping beam hooping steel beam formwork system of claim 1, wherein: install and be provided with between roof beam (3) and the hoop board (21) bearing bar (6), the one end and the installation roof beam (3) fixed connection of bearing bar (6), the other end sets up on hoop board (21), bearing bar (6) set up along the incline direction.
7. The pier capping beam hooping steel beam formwork system of claim 6, wherein: the hoop plate (21) is provided with an installation block (25), the installation block (25) is provided with an installation hole (251), and the end part of the bearing rod (6) is located in the installation hole (251).
8. The pier capping beam hooping steel beam formwork system of claim 7, wherein: and a fastening bolt (252) which is fastened to the bearing rod (6) is arranged on the mounting block (25).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022052124.8U CN213476644U (en) | 2020-09-17 | 2020-09-17 | Pier bent cap hooping steel beam template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022052124.8U CN213476644U (en) | 2020-09-17 | 2020-09-17 | Pier bent cap hooping steel beam template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213476644U true CN213476644U (en) | 2021-06-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022052124.8U Expired - Fee Related CN213476644U (en) | 2020-09-17 | 2020-09-17 | Pier bent cap hooping steel beam template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213476644U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756450A (en) * | 2021-09-13 | 2021-12-07 | 湖北建科结构加固有限责任公司 | Beam column node steel staple bolt reinforced structure |
| CN113846572A (en) * | 2021-11-10 | 2021-12-28 | 中铁二十四局集团安徽工程有限公司 | Holding system for bridge capping beam construction and construction method |
-
2020
- 2020-09-17 CN CN202022052124.8U patent/CN213476644U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756450A (en) * | 2021-09-13 | 2021-12-07 | 湖北建科结构加固有限责任公司 | Beam column node steel staple bolt reinforced structure |
| CN113846572A (en) * | 2021-11-10 | 2021-12-28 | 中铁二十四局集团安徽工程有限公司 | Holding system for bridge capping beam construction and construction method |
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210618 |
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| CF01 | Termination of patent right due to non-payment of annual fee |