CN215717195U - Bolt reinforcing structure is exempted from to wear by super large cross-section shaped steel concrete column template - Google Patents
Bolt reinforcing structure is exempted from to wear by super large cross-section shaped steel concrete column template Download PDFInfo
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- CN215717195U CN215717195U CN202121005000.2U CN202121005000U CN215717195U CN 215717195 U CN215717195 U CN 215717195U CN 202121005000 U CN202121005000 U CN 202121005000U CN 215717195 U CN215717195 U CN 215717195U
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Abstract
The utility model discloses a through-bolt-free reinforcing structure of a steel reinforced concrete column template with an oversized section, which comprises a truss main body and an inclined strut, wherein a tight-jacking adjusting structure is arranged on the truss main body, and the truss main body is connected with the inclined strut through the tight-jacking adjusting structure; preferably, the tight-jacking adjusting structure comprises a concave steel plate, a positioning circular groove, a supporting rod, a movable plate, an extrusion strip, a first extrusion chute, a locking screw, a transmission block, a positioning clamp column, a second extrusion chute, a telescopic circular groove, a tight-jacking screw rod, an internal thread pipe, a regulating handle, a connecting column and a connecting pin.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a bolt-through-free reinforcing structure for a steel concrete column template with an oversized section.
Background
In the construction process of the outer frame structure of the super high-rise building, the section steel concrete column of the outer frame of the super high-rise building is often very large in section, and a plurality of rows of opposite-penetrating bolts are required to be arranged for reinforcing a template; the size of the giant column is oversized, the maximum section size of the giant column reaches 3725mm and 3350mm, the section steel columns are designed in the giant column, the arrangement of reinforcing steel bars is dense, the number of layers of stirrups is large, and split bolts for reinforcing the column template are difficult to penetrate through a column body; the conventional construction method is that channel steel is used as a main back ridge of a large column, a connector is welded on a section steel column in advance, and a bolt is connected with the connector for reinforcement; the construction process of the method is very complicated to operate and has high operation difficulty; the template reinforcement is easy to have quality risks such as deformation, mold expansion and the like; the reinforcing bolt is difficult to take out, and cost is big, especially when needs support fastening work to irregular cylinder, and is very troublesome, influences man-hour, reduces the efficiency of construction.
Therefore, the utility model provides a through bolt-free reinforcing structure for a steel concrete column template with an oversized section, which is used for solving the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a bolt-through-free reinforcing structure for a steel concrete column template with an oversized section, so as to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a bolt reinforced structure is exempted from to wear by super large cross-section shaped steel concrete column template, includes truss main part, bracing, be provided with in the truss main part and tightly push up the adjustment structure to truss main part and bracing are connected through tightly pushing up the adjustment structure setting.
Preferably, the tight-jacking adjusting structure comprises a concave steel plate, a positioning circular groove, a support rod, a movable plate, an extrusion strip, a first extrusion chute, a locking screw, a transmission block, a positioning clamping column, a second extrusion chute, a telescopic circular groove, a tight-jacking screw rod, an internal thread pipe, a regulating handle, a connecting column and a connecting pin, wherein the two ends of the concave steel plate are integrally provided with installation fixing pins, the installation fixing pins are fixedly installed on the truss main body through bolts, the positioning circular grooves are equidistantly arranged on two inner side walls of the concave steel plate, the support rod is connected and arranged in a groove of the concave steel plate, the movable plate is movably arranged in the support rod, the extrusion strips are symmetrically arranged on two sides of one end of the movable plate in an integrally formed manner, the movable plate is provided with a first reset spring at the end connected with the extrusion strip in an integrally formed manner, one side of the movable plate is provided with a first extrusion chute, the avris position screw thread at first extrusion chute in the bracing piece is even connected and is provided with locking screw, the avris position activity of the extrusion strip other end is provided with the drive block, the one end integrated into one piece of drive block is provided with the locator card post, and the drive block is being connected end integrated into one piece with the locator card post and is being provided with second reset spring to one side of drive block is provided with second extrusion chute, be provided with flexible circular slot in the bracing piece to the activity is provided with tight top screw rod in the flexible circular slot, threaded connection is provided with the internal thread pipe on the tight top screw rod, and the bilateral symmetry welding of internal thread pipe is provided with the regulation and control handle to the other end welding of tight top screw rod is provided with the spliced pole, the spliced pole passes through the round pin hub connection with the connection foot to connect foot equidistance welding and set up the one side at the bracing.
Preferably, the diameter of the telescopic circular groove arranged at one end of the supporting rod is equal to the diameter of the tightly-pushing screw rod, and the end face at the other end of the supporting rod is an arc-shaped face.
Preferably, the locating clip column is corresponding with the locating circular groove setting position, and the diameters of the locating clip column and the locating circular groove are equal, and the locating circular groove is arranged on the inner side wall of the concave steel plate in a straight line equidistance mode.
Preferably, the width of the section of the end part of the supporting rod is equal to the width of the notch of the concave groove of the concave steel plate.
Preferably, the transmission blocks are movably and symmetrically arranged in the support rod, are symmetrical with respect to the movable plate, and are provided with two transmission blocks.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model can improve the stability of the reinforcement of the giant column template, ensure the construction supply quality, reduce the operation difficulty, provide convenience for constructors and improve the construction efficiency.
Drawings
FIG. 1 is a schematic front side view of a structural joint of the present invention;
FIG. 2 is an enlarged view of a partial connection between the truss body and the tight-roof adjusting structure according to the present invention;
FIG. 3 is an enlarged view of the connection between the tightening adjustment structure and the inclined strut;
FIG. 4 is a rear side schematic view of the structural attachment of the present invention;
FIG. 5 is a partial cross-sectional view of a set-top adjustment structure according to the present invention;
FIG. 6 is an enlarged view of a portion of the structural joint of FIG. 5 according to the present invention.
In the figure: the truss comprises a truss body 1, an inclined strut 2, a tight-jacking adjusting structure 3, a concave steel plate 301, a positioning circular groove 302, a support rod 303, a movable plate 304, an extrusion strip 305, a first extrusion chute 306, a locking screw 307, a transmission block 308, a positioning clamp column 309, a second extrusion chute 310, a telescopic circular groove 311, a tight-jacking screw 312, an internal threaded pipe 313, a regulating handle 314, a connecting column 315 and a connecting foot 316.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below. The embodiments of the present invention, and all other embodiments obtained by a person of ordinary skill in the art without any inventive work, belong to the scope of protection of the present invention.
Referring to fig. 1 to 6, the present invention provides a technical solution: the utility model discloses a bolt-through-free reinforcing structure for a steel concrete column template with an oversized section, which comprises a truss main body 1 and an inclined strut 2, wherein a tight-jacking adjusting structure 3 is arranged on the truss main body 1, and the truss main body 1 and the inclined strut 2 are connected through the tight-jacking adjusting structure 3.
The tight-jacking adjusting structure 3 herein comprises a concave steel plate 301, a positioning circular groove 302, a support rod 303, a movable plate 304, an extrusion strip 305, a first extrusion chute 306, a locking screw 307, a transmission block 308, a positioning clamp column 309, a second extrusion chute 310, a telescopic circular groove 311, a tight-jacking screw 312, an internal threaded pipe 313, a control handle 314, a connecting column 315, and a connecting foot 316, wherein the two ends of the concave steel plate 301 are integrally formed with mounting and fixing feet, the mounting and fixing feet are mounted and fixed on the truss body 1 through bolts, the positioning circular grooves 302 are equidistantly arranged on the two inner side walls of the concave steel plate 301, the support rod 303 is connected and arranged in a groove of the concave steel plate 301, the movable plate 304 is movably arranged in the support rod 303, preferably, the cross-sectional width of the end portion of the support rod 303 is equal to the width of the groove of the concave steel plate 301, the extrusion strips 305 are symmetrically arranged on the two sides of one end of the movable plate 304, a first return spring is integrally formed at the end of the movable plate 304 connected with the extrusion strip 305, a first extrusion chute 306 is arranged at one side of the movable plate 304, a locking screw 307 is arranged at the side position of the first extrusion chute 306 in the support rod 303 in a threaded connection manner, a transmission block 308 is movably arranged at the side position of the other end of the extrusion strip 305, the transmission block 308 is movably and symmetrically arranged in the support rod 303 and is symmetrically arranged with respect to the movable plate 304, two transmission blocks are arranged, a positioning clamping column 309 is integrally formed at one end of the transmission block 308, the positioning clamping column 309 corresponds to the positioning circular groove 302 and has the same diameter, the positioning circular grooves 302 are linearly and equidistantly arranged on the inner side wall of the concave steel plate 301, a second return spring is integrally formed at the end of the transmission block 308 connected with the positioning clamping column 309, and a second extrusion chute 310 is arranged at one side of the transmission block 308, be provided with flexible circular slot 311 in the bracing piece 303, and the activity is provided with tight top screw rod 312 in flexible circular slot 311, the diameter of the flexible circular slot 311 that here sets up to bracing piece 303 one end equals with tight top screw rod 312 diameter, and the terminal surface of the bracing piece 303 other end sets up to the arcwall face, threaded connection is provided with internal thread pipe 313 on the tight top screw rod 312, the bilateral symmetry welding of internal thread pipe 313 is provided with regulation and control handle 314, and the other end welding of tight top screw rod 312 is provided with spliced pole 315, spliced pole 315 passes through pin hub connection with connecting foot 316, and connect foot 316 equidistance welding and set up the one side at bracing 2.
Therefore, when the utility model is used for reinforcing a steel concrete column formwork, the bracing 2 is adjusted by the jacking adjusting structure 3 arranged on the support truss main body 1, so that the bracing 2 can tightly support the steel concrete column formwork, the operation process is concretely that the angle position adjustment of the bracing 2 is realized by the telescopic adjustment of a plurality of groups of supporting rods 303 and jacking screws 312 arranged on the concave steel plate 301, the steel concrete column formwork is further ensured to be tightly supported and reinforced, the utility model is also suitable for irregular steel concrete column formworks, the position adjustment of the bracing 2 can be realized by the telescopic length of the jacking screws 312 by controlling the rotation of the internal threaded pipe 313 driven by the handle 314, when the position of the supporting rod in the concave steel plate 301 needs to be changed, the locking screws 307 are loosened, the locking screws 307 are separated from the first extrusion chute 306, and then remove to the extrusion of fly leaf 304, the extrusion strip 305 separates from second extrusion chute 310 under the effect of first reset spring, and then remove to the extrusion of driving block 308, make locator card post 309 separate out from the positioning circular slot 302 on concave type steel sheet 301 under the effect of second reset spring, can remove fast to being connected of bracing piece 303 and concave type steel sheet 301, when installing once more to bracing piece 303, it can to tighten locking screw 307 again, make locator card post 309 block in the positioning circular slot 302 on concave type steel sheet 301 corresponding position can, moreover, the operation is simple, and is convenient.
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 utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a bolt reinforced structure is exempted from to wear by super large cross-section shaped steel concrete column template, includes truss main part (1), bracing (2), its characterized in that: the truss is characterized in that a tight-jacking adjusting structure (3) is arranged on the truss main body (1), and the truss main body (1) is connected with the inclined strut (2) through the tight-jacking adjusting structure (3).
2. The threading-free bolt reinforcing structure for the steel reinforced concrete column template with the oversized section according to claim 1, is characterized in that: the tight-jacking adjusting structure (3) comprises a concave steel plate (301), a positioning circular groove (302), a supporting rod (303), a movable plate (304), an extrusion strip (305), a first extrusion chute (306), a locking screw (307), a transmission block (308), a positioning clamp column (309), a second extrusion chute (310), a telescopic circular groove (311), a tight-jacking screw rod (312), an internal thread pipe (313), a regulation and control handle (314), a connecting column (315) and a connecting pin (316), wherein the two ends of the concave steel plate (301) are integrally formed and provided with installation fixing pins which are fixedly installed on the truss main body (1) through bolts, the positioning circular grooves (302) are equidistantly arranged on two inner side walls of the concave steel plate (301), the supporting rod (303) is connected and arranged in a groove of the concave steel plate (301), and the movable plate (304) is movably arranged in the supporting rod (303), the pressing strip (305) is symmetrically arranged on two sides of one end of the movable plate (304) in an integrally formed mode, a first reset spring is arranged on the movable plate (304) at the end connected with the pressing strip (305) in an integrally formed mode, a first pressing inclined groove (306) is arranged on one side of the movable plate (304), a locking screw (307) is arranged in the supporting rod (303) in a threaded connection mode at the side position of the first pressing inclined groove (306), a transmission block (308) is movably arranged at the side position of the other end of the pressing strip (305), a positioning clamping column (309) is arranged at one end of the transmission block (308) in an integrally formed mode, a second reset spring is arranged on the end, connected with the positioning clamping column (309), of the transmission block (308) in an integrally formed mode, a second pressing inclined groove (310) is arranged on one side of the transmission block (308), a telescopic circular groove (311) is arranged in the supporting rod (303), and a tightening screw (312) is movably arranged in the telescopic circular groove (311), threaded connection is provided with internal thread pipe (313) on tight top screw rod (312), and the bilateral symmetry welding of internal thread pipe (313) is provided with regulation and control handle (314) to the other end welding of tight top screw rod (312) is provided with spliced pole (315), spliced pole (315) and be connected foot (316) through the round pin hub connection, and connect foot (316) equidistance welding setting in one side of bracing (2).
3. The threading-free bolt reinforcing structure for the steel reinforced concrete column template with the oversized section according to claim 2, is characterized in that: the diameter of the telescopic circular groove (311) formed in one end of the supporting rod (303) is equal to that of the tightly-pushing screw rod (312), and the end face of the other end of the supporting rod (303) is an arc-shaped face.
4. The threading-free bolt reinforcing structure for the steel reinforced concrete column template with the oversized section according to claim 2, is characterized in that: the positioning clamp column (309) corresponds to the positioning circular groove (302) in position, the diameters of the positioning clamp column and the positioning circular groove are equal, and the positioning circular groove (302) is arranged on the inner side wall of the concave steel plate (301) in a straight line equidistant mode.
5. The threading-free bolt reinforcing structure for the steel reinforced concrete column template with the oversized section according to claim 3, is characterized in that: the width of the section of the end part of the support rod (303) is equal to the width of the notch of the concave groove of the concave steel plate (301).
6. The threading-free bolt reinforcing structure for the steel reinforced concrete column template with the oversized section according to claim 1, is characterized in that: the transmission blocks (308) are movably and symmetrically arranged in the supporting rod (303), are symmetrical relative to the movable plate (304) in position, and are totally provided with two transmission blocks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121005000.2U CN215717195U (en) | 2021-05-12 | 2021-05-12 | Bolt reinforcing structure is exempted from to wear by super large cross-section shaped steel concrete column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121005000.2U CN215717195U (en) | 2021-05-12 | 2021-05-12 | Bolt reinforcing structure is exempted from to wear by super large cross-section shaped steel concrete column template |
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| CN215717195U true CN215717195U (en) | 2022-02-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121005000.2U Active CN215717195U (en) | 2021-05-12 | 2021-05-12 | Bolt reinforcing structure is exempted from to wear by super large cross-section shaped steel concrete column template |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114382283A (en) * | 2022-02-28 | 2022-04-22 | 江苏华泰路桥建设集团有限公司 | Fast-assembling template for construction |
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2021
- 2021-05-12 CN CN202121005000.2U patent/CN215717195U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114382283A (en) * | 2022-02-28 | 2022-04-22 | 江苏华泰路桥建设集团有限公司 | Fast-assembling template for construction |
| CN114382283B (en) * | 2022-02-28 | 2023-02-28 | 江苏华泰路桥建设集团有限公司 | Fast-assembling template for construction |
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