CN219824911U - Integral type reinforcement rack - Google Patents
Integral type reinforcement rack Download PDFInfo
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- CN219824911U CN219824911U CN202320129396.4U CN202320129396U CN219824911U CN 219824911 U CN219824911 U CN 219824911U CN 202320129396 U CN202320129396 U CN 202320129396U CN 219824911 U CN219824911 U CN 219824911U
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- 241000282326 Felis catus Species 0.000 claims description 5
- 230000001681 protective effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 230000007306 turnover Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 8
- 230000009471 action Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005246 galvanizing Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses an integrated reinforcement bar binding bench, an approach pier column; two pairs of first platforms, wherein the two pairs of first platforms are arranged on the side surface of the approach pier column, and one of the first platforms is provided with a ladder stand safety channel; two pairs of second platforms, wherein the two pairs of second platforms are arranged on the side surfaces of the bridge approach pier column; the utility model relates to the field of bridge engineering, in particular to a bridge approach pier, which comprises two pairs of first platforms and two pairs of second platforms, wherein the two pairs of first platforms and the two pairs of second platforms are used for wrapping the side surfaces of the bridge approach pier in a combined way, the steel bar binding efficiency is improved, the construction period is shortened, the cost is low compared with a socket type plate buckle scaffold, the turnover efficiency is high, and the construction cost is greatly saved.
Description
Technical Field
The utility model relates to the field of bridge engineering, in particular to an integrated steel bar binding bench.
Background
At present, the domestic plate-type vase pier construction generally adopts a floor-type scaffold as a setting platform, and the scaffold has the characteristics of wide application range, long service life and the like. At the same time, the method has the following defects: the model and the size of the product are fixed and cannot be adjusted at will; the surface of the scaffold is subjected to hot galvanizing treatment, so that the cost is high; the installation and disassembly time is long, the construction efficiency is affected, and the safety protection is difficult to install, so that in order to solve the problem, it is very necessary to design an integrated steel bar binding rack.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides an integrated steel bar binding rack, which solves the problems that the floor type scaffold is commonly adopted as a setting platform in the construction of the domestic plate type vase pier at present, and the scaffold has the characteristics of wide application range, long service life and the like. At the same time, the method has the following defects: the model and the size of the product are fixed and cannot be adjusted at will; the surface of the scaffold is subjected to hot galvanizing treatment, so that the cost is high; the mounting and dismounting time is longer, influences the efficiency of construction, and safety protection installs difficult problem.
In order to achieve the above purpose, the utility model is realized by the following technical scheme: an integrated reinforcement bar binding bench comprising:
bridge approach pier column;
two pairs of first platforms, wherein the two pairs of first platforms are arranged on the side surface of the approach pier column, and one of the first platforms is provided with a ladder stand safety channel;
two pairs of second platforms, wherein the two pairs of second platforms are arranged on the side surfaces of the bridge approach pier column;
the two pairs of first platforms and the two pairs of second platforms wrap the side surfaces of the bridge approach pier column through combination;
the bottoms of the two pairs of first platforms and the two pairs of second platforms are fixedly connected with the straight line section templates at the lower ends of the side surfaces of the bridge approach pier columns through bolts.
Preferably, the first platform includes: the device comprises a pair of first fixing frames, two pairs of second fixing frames, four pairs of first platform supports, a pair of first inclined supporting rods, two pairs of second inclined supporting rods, a third fixing frame and two pairs of first platform cover plates;
the pair of first fixing frames are connected through the pair of first inclined supporting rods, the two pairs of second fixing frames are installed on the pair of first fixing frames, each pair of first platform supports are installed on the corresponding second fixing frames, the two pairs of second inclined supporting rods are installed on one of the first fixing frames, the third fixing frames are installed on the side surfaces of the other first fixing frames and are connected with the first inclined supporting rods, and each first platform cover plate is installed on the upper surface of the corresponding second fixing frame.
Preferably, the ladder stand safety passage includes: a pair of ladder angle steel, twelve pairs of round steel, three guard rings, three connecting battens and a platform movable cover plate;
the pair of ladder stand angle steel is installed on the outer surface of one first fixing frame, the twelve pairs of round steel are installed on the pair of ladder stand angle steel, the three guard rings are installed on the corresponding pair of ladder stand angle steel, the three connecting battens are installed on the three guard rings, the platform movable cover plate is installed on the corresponding first platform cover plate, and the platform movable cover plate can be opened.
Preferably, the second platform includes: the first support frame, the second support frame, the third support frame, the fourth support frame, the fifth support frame, the sixth support frame and four pairs of second platform cover plates;
the second support frame is installed in first support frame upper surface, the third support frame is installed in second support frame upper surface, and the fourth support frame is installed in third support frame upper surface, the fifth support frame is installed in first support frame side surface, the sixth support frame is installed in fifth support frame upper surface, just the sixth support frame is connected with second support frame, third support frame and fourth support frame, four pairs second platform apron is installed in first support frame, second support frame, third support frame, fourth support frame, fifth support frame and sixth support frame upper surface.
Preferably, one side of the second support frame, one side of the third support frame and one side of the fourth support frame are cambered surfaces and are matched with the side surfaces of the bridge approach pier columns.
Preferably, a dense net protective fence is arranged at the upper end of one side face of the first fixing frame.
Preferably, the upper ends of the side surfaces of the fourth support frame and the sixth support frame are provided with dense net protective fences.
Preferably, the first platform cover plate is a patterned steel plate platform cover plate.
Preferably, the second platform cover plate is a patterned steel plate platform cover plate.
Advantageous effects
The utility model provides an integrated steel bar binding bench. The beneficial effects are as follows: the integrated steel bar binding bench is simple to assemble, high in safety coefficient, low in installing and disassembling efficiency and high in safety risk of the socket type disc buckle scaffold, the problem that the operation space of the disc buckle type scaffold is narrow is solved, the pier cap arc segment steel bars can be effectively fixed, steel bar binding efficiency is improved, construction period is shortened, cost is low compared with that of the socket type disc buckle scaffold, turnover efficiency is high, and construction cost is greatly saved.
Drawings
Fig. 1 is a schematic structural view of an integrated reinforcing bar binding bench according to the present utility model.
Fig. 2 is a side view of the integrated reinforcement bar binding bench according to the present utility model.
Fig. 3 is a top view of the integrated reinforcement bar binding bench of the present utility model.
Fig. 4 is a partial top view of the integrated reinforcement bar binding bench of the present utility model.
Fig. 5 is a three-dimensional view of a first platform according to the present utility model.
Fig. 6 is a side view of the first platform of the present utility model.
Fig. 7 is a front view of the first platform according to the present utility model.
Fig. 8 is a schematic view of a portion of a first platform according to the present utility model.
Fig. 9 is a partial side view of a first platform according to the present utility model.
Fig. 10 is a partial three-dimensional view of a first platform according to the present utility model.
Fig. 11 is a three-dimensional view of a second platform according to the present utility model.
Fig. 12 is a partial side view of a second platform according to the present utility model.
Fig. 13 is a side view of a second platform according to the present utility model.
Fig. 14 is a front view of a second platform according to the present utility model.
In the figure:
a first platform 10, a ladder stand safety channel 20, a second platform 30;
the first fixing frame 101, the second fixing frame 102, the first platform support 103, the first inclined support rod 104, the second inclined support rod 105, the third fixing frame 106 and the first platform cover plate 107;
ladder angle steel 201, round steel 202, retainer 203, connecting lath 204 and platform movable cover plate 205;
a first support 301, a second support 302, a third support 303, a fourth support 304, a fifth support 305, a sixth support 306, and a second platform cover 309.
Description of the embodiments
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-14, the present utility model provides a technical solution: an integrated reinforcement bar binding bench comprising: bridge approach pier column; two pairs of first platforms 10, wherein the two pairs of first platforms 10 are arranged on the side surface of the approach pier column, and a ladder stand safety channel 20 is arranged on one of the first platforms 10; two pairs of second platforms 30, wherein the two pairs of second platforms 30 are arranged on the side surfaces of the bridge approach pier column; two pairs of first platforms 10 and two pairs of second platforms 30 wrap the side surfaces of the bridge pier by combination; the bottoms of the two pairs of first platforms 10 and the two pairs of second platforms 30 are fixedly connected with the straight-line section templates at the lower ends of the side surfaces of the bridge approach pier through bolts.
The first platform 10 includes: a pair of first holders 101, two pairs of second holders 102, four pairs of first platform supports 103, a pair of first inclined support rods 104, two pairs of second inclined support rods 105, a third holder 106, and two pairs of first platform cover plates 107; the pair of first fixing frames 101 are connected through the pair of first inclined supporting rods 104, the two pairs of second fixing frames 102 are installed on the pair of first fixing frames 101, each pair of first platform supporting frames 103 are installed on the corresponding second fixing frames 102, the two pairs of second inclined supporting rods 105 are installed on one of the first fixing frames 101, the third fixing frame 106 is installed on the side surface of the other first fixing frame 101 and connected with the first inclined supporting rods 104, and each first platform cover plate 107 is installed on the upper surface of the corresponding second fixing frame 102.
Preferably, the cat ladder safety channel 20 comprises: a pair of ladder angle steel 201, twelve pairs of round steel 202, three retainers 203, three connecting battens 204 and a platform movable cover plate 205; a pair of ladder angle steel 201 is installed on the outer surface of one of the first fixing frames 101, twelve pairs of round steel 202 are installed on the pair of ladder angle steel 201, three retainers 203 are installed on the corresponding pair of ladder angle steel 201, three connecting strips 204 are installed on the three retainers 203, a platform movable cover plate 205 is installed on the corresponding first platform cover plate 107, and the platform movable cover plate 205 can be opened.
Preferably, the second stage 30 includes: a first support 301, a second support 302, a third support 303, a fourth support 304, a fifth support 305, a sixth support 306, and four pairs of second platform cover plates 309; the second support frame 302 is mounted on the upper surface of the first support frame 301, the third support frame 303 is mounted on the upper surface of the second support frame 302, the fourth support frame 304 is mounted on the upper surface of the third support frame 303, the fifth support frame 305 is mounted on the side surface of the first support frame 301, the sixth support frame 306 is mounted on the upper surface of the fifth support frame 305, and the sixth support frame 306 is connected with the second support frame 302, the third support frame 303 and the fourth support frame 304, and four pairs of second platform cover plates 309 are mounted on the upper surfaces of the first support frame 301, the second support frame 302, the third support frame 303, the fourth support frame 304, the fifth support frame 305 and the sixth support frame 306.
Preferably, one side of the second supporting frame 302, the third supporting frame 303 and the fourth supporting frame 304 is an arc surface and is matched with the side surface of the bridge approach pier.
Preferably, a dense net protective fence is arranged at the upper end of the side face of one of the first fixing frames 101.
Preferably, the upper ends of the sides of the fourth supporting frame 304 and the sixth supporting frame 306 are provided with a dense net protection fence.
Preferably, the first deck lid 107 is a patterned steel deck lid.
Preferably, the second deck 309 is a patterned steel deck.
Examples: according to the technology, an integrated steel bar binding bench is formed by the first platform 10 and the second platform 30, the platform plate is made of patterned steel plates and is connected with a cross brace through galvanized iron wires, a dense net protection fence for preventing people and objects from falling is arranged on an operation platform, a ladder stand safety channel 20 welded on one side of the platform is used for workers to climb, the lower structure of the engineering is a single-column vase pier, a solid pier body is composed of two parts, the equal section is H, and the height of the variable section is 5.7m. The pier body steel bars are phi 32 main bars, total 200 steel bar binding difficulty is high, in order to effectively solve the construction difficulty, the steel bars are bound through the integral steel bar binding rack, 4 layers of racks are arranged, the rack is directly supported at the top end of a straight line section template which is poured for the first time, the rack is connected through high-strength bolts, the width of a rack transverse bridge changes along with the section of the pier body, as the straight line section and the arc section of the vase pier are poured twice, the traditional floor type scaffold is erected for two times, the construction time is consumed, the efficiency is low, the whole installation and disassembly time of the steel bar binding jig is only required to be a few hours, the turnover efficiency is greatly improved, the construction period is shortened, the platform plate width of the rack is 1m, the upper and lower intervals are 2m, the periphery is protected by a dense net, the steel bar worker has sufficient operation space, meanwhile, the temporary storage of the steel bars and the safety tool is also facilitated, the main bar of the vase pier body is 20m, the arc line section steel bars at the bottom are erected after the completion, the section steel bars are influenced by dead weight, the construction fixture is installed, the pier body can be fixed, the construction efficiency is prevented from being greatly shortened, and the cycle deformation is greatly shortened.
It is noted that relational terms such as first and second, and the like are 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. Moreover, 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. Without further limitation. The term "comprising" an element defined by the term "comprising" does not exclude the presence of other identical elements in a process, method, article or apparatus that comprises the element.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein 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 (9)
1. Integral type reinforcement rack, its characterized in that includes:
bridge approach pier column;
two pairs of first platforms (10), wherein the two pairs of first platforms (10) are arranged on the side surface of the approach pier column, and a ladder stand safety channel (20) is arranged on one of the first platforms (10);
two pairs of second platforms (30), wherein the two pairs of second platforms (30) are arranged on the side surfaces of the approach pier column;
two pairs of first platforms (10) and two pairs of second platforms (30) wrap the side surfaces of the bridge approach pier by combination;
the bottoms of the two pairs of first platforms (10) and the two pairs of second platforms (30) are fixedly connected with the straight line section templates at the lower ends of the side surfaces of the approach pier through bolts.
2. The integrated reinforcement bar ligating stand according to claim 1, wherein the first platform (10) comprises: a pair of first fixing frames (101), two pairs of second fixing frames (102), four pairs of first platform supports (103), a pair of first inclined support rods (104), two pairs of second inclined support rods (105), a third fixing frame (106) and two pairs of first platform cover plates (107);
the pair of first fixing frames (101) are connected through the pair of first inclined supporting rods (104), the two pairs of second fixing frames (102) are installed on the pair of first fixing frames (101), each pair of first platform supports (103) are installed on the corresponding second fixing frames (102), the two pairs of second inclined supporting rods (105) are installed on one of the first fixing frames (101), the third fixing frames (106) are installed on the side surface of the other first fixing frame (101) and are connected with the first inclined supporting rods (104), and each first platform cover plate (107) is installed on the upper surface of the corresponding second fixing frame (102).
3. The integrated reinforcement bar ligating stand according to claim 2, wherein the cat ladder safety channel (20) comprises: a pair of ladder angle steel (201), twelve pairs of round steel (202), three retainers (203), three connecting battens (204) and a platform movable cover plate (205);
a pair of cat ladder angle steel (201) install in one of them first mount (101) surface, twelve pairs round steel (202) install on a pair of cat ladder angle steel (201), three guard ring (203) install on a pair of corresponding cat ladder angle steel (201), three connecting slat (204) install on three guard ring (203), platform removable cover (205) install on corresponding first platform apron (107), just platform removable cover (205) can open.
4. The integrated reinforcement bar ligating stand according to claim 1, wherein the second platform (30) comprises: a first support (301), a second support (302), a third support (303), a fourth support (304), a fifth support (305), a sixth support (306), and four pairs of second platform cover plates (309);
the second support frame (302) is installed on the upper surface of the first support frame (301), the third support frame (303) is installed on the upper surface of the second support frame (302), the fourth support frame (304) is installed on the upper surface of the third support frame (303), the fifth support frame (305) is installed on the side surface of the first support frame (301), the sixth support frame (306) is installed on the upper surface of the fifth support frame (305), and the sixth support frame (306) is connected with the second support frame (302), the third support frame (303) and the fourth support frame (304), and the fourth pair of second platform cover plates (309) are installed on the upper surfaces of the first support frame (301), the second support frame (302), the third support frame (303), the fourth support frame (304), the fifth support frame (305) and the sixth support frame (306).
5. The integrated reinforcement bar binding bench of claim 4, wherein one side of the second support frame (302), the third support frame (303) and the fourth support frame (304) is cambered and is matched with the side surface of the bridge pier.
6. The integrated reinforcement bar binding bench according to claim 2, wherein a tight-mesh protection fence is provided at an upper end of a side surface of one of the first fixing frames (101).
7. The integrated reinforcement bar binding bench of claim 4, wherein the fourth support frame (304) and the sixth support frame (306) are provided with a tight-mesh protective fence at the upper side ends.
8. The integrated reinforcement bar ligating stand of claim 2, wherein the first platform deck (107) is a patterned steel deck.
9. The integrated reinforcement bar ligating stand of claim 4, wherein the second deck lid (309) is a patterned steel deck lid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320129396.4U CN219824911U (en) | 2023-01-15 | 2023-01-15 | Integral type reinforcement rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320129396.4U CN219824911U (en) | 2023-01-15 | 2023-01-15 | Integral type reinforcement rack |
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| Publication Number | Publication Date |
|---|---|
| CN219824911U true CN219824911U (en) | 2023-10-13 |
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ID=88248915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320129396.4U Active CN219824911U (en) | 2023-01-15 | 2023-01-15 | Integral type reinforcement rack |
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| Country | Link |
|---|---|
| CN (1) | CN219824911U (en) |
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2023
- 2023-01-15 CN CN202320129396.4U patent/CN219824911U/en active Active
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