CN220805341U - Assembled high-speed railway case roof beam reinforcing bar ligature mould - Google Patents
Assembled high-speed railway case roof beam reinforcing bar ligature mould Download PDFInfo
- Publication number
- CN220805341U CN220805341U CN202322647658.9U CN202322647658U CN220805341U CN 220805341 U CN220805341 U CN 220805341U CN 202322647658 U CN202322647658 U CN 202322647658U CN 220805341 U CN220805341 U CN 220805341U
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- steel bar
- bar positioning
- bottom plate
- positioning devices
- binding table
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- 230000003014 reinforcing effect Effects 0.000 title description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 206
- 239000010959 steel Substances 0.000 claims abstract description 206
- 230000002787 reinforcement Effects 0.000 claims description 18
- 210000001015 abdomen Anatomy 0.000 claims description 6
- 239000010410 layer Substances 0.000 description 18
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 17
- 238000009434 installation Methods 0.000 description 16
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000011241 protective layer Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model discloses an assembled high-speed railway box girder steel bar binding die. The steel bar binding table supporting frame comprises stairs, a walking plate and steel bar binding table supporting frames on two sides, wherein the steel bar binding table supporting frames on each side comprise a steel bar binding table supporting frame I and a steel bar binding table supporting frame II which are connected into a whole through bolts, the walking plate is divided into a plurality of sections, each section of walking plate is connected with the steel bar binding table supporting frame I through bolts, a plurality of longitudinal side steel bar positioning devices and a plurality of transverse side steel bar positioning devices are connected to the inner side surfaces of the steel bar binding table supporting frames on two sides through bolts, a bottom plate steel bar positioning device comprising a plurality of longitudinal bottom plate steel bar positioning devices and a plurality of transverse bottom plate steel bar positioning devices is arranged between the bottoms of the steel bar binding table supporting frames on two sides, and a top plate steel bar positioning device comprising a plurality of longitudinal top plate steel bar positioning devices and a plurality of transverse top plate steel bar positioning devices is arranged between the upper parts of the steel bar binding table supporting frames on two sides.
Description
Technical Field
The utility model relates to a high-speed railway box girder steel bar binding die, in particular to an assembled high-speed railway box girder steel bar binding die.
Background
Traditional high-speed railway case roof beam reinforcing bar ligature mould all adopts the mode of on-the-spot processing installation, and is crude because of on-the-spot processing equipment, workman's quality is uneven, leads to semi-manufactured steel member incision unevenness, and the size deviation is big, and the appearance is inconsistent, and processingquality hardly obtains effective control, and receives weather, temperature, construction condition's influence, and processing cycle is longer, and the deviation on the size can lead to the installation time to lengthen again, influences construction progress and quality. Because the steel bar binding mould is field welding, can't reuse after demolishing, cause extravagant.
Disclosure of utility model
Aiming at the defects in the prior art, the utility model provides the assembled high-speed railway box girder steel bar binding die which is high in installation speed, high in precision and reusable.
The utility model is realized by the following technical scheme: the utility model provides an assembled high-speed railway case roof beam steel bar ligature mould, includes stair, step board, the steel bar ligature platform braced frame of both sides, characterized by: the steel bar binding table supporting frames on each side are longitudinally divided into two parts, namely a steel bar binding table supporting frame I positioned on the outer side and a steel bar binding table supporting frame II positioned on the inner side, the steel bar binding table supporting frame I and the steel bar binding table supporting frame II are detachably connected into a whole through bolts, a bottom plate with foundation bolt holes is welded at the bottom supporting point of the steel bar binding table supporting frame, a plurality of longitudinal side steel bar positioning devices and a plurality of transverse side steel bar positioning devices are arranged on the inner side surfaces of the steel bar binding table supporting frames on the two sides, the longitudinal side steel bar positioning devices and the transverse side steel bar positioning devices are connected with the steel bar binding table supporting frames through bolts, and steel bar positioning notches are formed in the longitudinal side steel bar positioning devices and the transverse side steel bar positioning devices; the walking plates are divided into a plurality of sections, the lower part of each section of the walking plates is provided with a plurality of triangular support frames, each section of the walking plates is connected with the support frame I of the reinforcement binding table through bolts, and the stairs are connected with the walking plates; a bottom layer bottom plate steel bar positioning device is arranged between the bottoms of the steel bar binding table supporting frames at two sides, the bottom layer bottom plate steel bar positioning device comprises a plurality of longitudinal bottom plate steel bar positioning devices and a plurality of transverse bottom plate steel bar positioning devices, the longitudinal bottom plate steel bar positioning devices and the transverse bottom plate steel bar positioning devices are connected into a grid structure through bolts by virtue of connecting plates, steel bar positioning notches are formed in the longitudinal bottom plate steel bar positioning devices and the transverse bottom plate steel bar positioning devices, two ends of the longitudinal bottom plate steel bar positioning devices are connected with the bottom plates at the bottom supporting point positions of the steel bar binding table supporting frames II at two sides by virtue of bolts, a top layer bottom plate steel bar positioning device is arranged between the upper parts of the steel bar binding table supporting frames at two sides, the top layer bottom plate steel bar positioning devices comprise a plurality of longitudinal top layer bottom plate steel bar positioning devices and a plurality of transverse top layer bottom plate steel bar positioning devices, the longitudinal top layer bottom plate steel bar positioning devices and the transverse top layer bottom plate steel bar positioning devices are connected into a grid structure through bolts, and the longitudinal top layer bottom plate steel bar positioning devices and the transverse top layer bottom plate steel bar positioning devices are all provided with steel bar positioning notches, and a plurality of supporting bars are supported at the lower part of the top layer bottom of the top plate steel bar positioning device; web plate positions of the two sides of the steel bar binding table supporting frame II are provided with a plurality of drawable abdomen longitudinal steel bar positioning devices.
The utility model is of an assembled structure, all parts can be connected through bolts and connecting plates, the installation speed is high, the precision of the die after installation is high, and the die can be recycled. The combination of each reinforcing bar positioner can restrict the position, the size of reinforcing bar, need not to measure the reinforcing bar interval and recheck reinforcing bar quantity when workman's ligature high-speed railway case roof beam steel reinforcement cage to arrange the reinforcing bar according to the reinforcing bar positioning notch on the reinforcing bar positioner to guarantee reinforcing bar ligature quality, avoid the reinforcing bar to prick by mistake, leak and prick, avoid protective layer thickness not enough, influence system roof beam quality.
Further, for the installation of being convenient for, all be provided with the bracing piece pipe box at the both ends of bracing piece.
Furthermore, for easy installation, the longitudinal top layer bottom plate steel bar positioning device and the transverse top layer bottom plate steel bar positioning device are all sectional type and are connected into a whole through bolts.
The beneficial effects of the utility model are as follows: the utility model has the whole assembled structure, all parts can be connected together through the bolts and the connecting plates, the disassembly and the assembly are convenient, the assembly can be recycled, the assembly can be disassembled and transported to other projects for continuous use after the engineering is finished, the resource utilization rate is improved, and the construction cost can be reduced; all parts of the utility model can be processed in factories, thereby realizing uniform appearance and accurate size of all parts, reducing the installation difficulty, having high installation speed and high installation precision; according to the utility model, the positions and the sizes of the steel bars can be limited through the combination of the arranged steel bar positioning devices, a worker does not need to measure the distance between the steel bars and check the number of the steel bars when binding the steel bar cage of the high-speed railway box girder, and the steel bars are arranged according to the steel bar positioning notch on the steel bar positioning device, so that the binding quality of the steel bars is ensured, the wrong binding and the missed binding of the steel bars are avoided, the insufficient thickness of a protective layer is avoided, and the girder manufacturing quality is influenced; the utility model has the advantages of disassembly, light weight of all parts after disassembly, small volume and convenient transportation.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an enlarged schematic view of the front half of FIG. 1;
FIG. 3 is a schematic diagram of the connection of the bottom of the reinforcement bar ligating stand support frame to the embedment in the present utility model;
FIG. 4 is a schematic illustration of the connection of the walking board to the reinforcement bar ligating stand support frame I of the present utility model;
FIG. 5 is a schematic illustration of the connection of the lateral side bar positioning device to the bar code tie bench support frame of the present utility model;
FIG. 6 shows a support frame I and a support frame II for a reinforcement bar binding station according to the present utility model a connection schematic diagram between the support frames II of the reinforcement bar binding table;
FIG. 7 is a schematic view of the connection of the longitudinal floor slab rebar positioning device to the rebar tying table support frame II of the present utility model;
Fig. 8 is a schematic connection diagram of a transverse floor slab rebar positioning device and a longitudinal floor slab rebar positioning device in accordance with the present utility model;
Fig. 9 is a schematic view of a portion of the web longitudinal rebar positioning device of the present utility model;
Fig. 10 is a schematic view of a reinforcing bar positioning apparatus in the present utility model;
In the figure, 1, stairs, 2, a walking board, 3, a standing post and an armrest, 4, a triangular support frame, 5, a walking board vertical support, 6, a foundation bolt, 7, an embedded part, 8, a steel bar binding table supporting frame I, 9, a steel bar binding table supporting frame II, 10, a bottom plate at the bottom of the steel bar binding table supporting frame, 11, a connecting plate of the walking board and the steel bar binding table supporting frame I, 12, a connecting plate of the steel bar binding table supporting frame I and the steel bar binding table supporting frame II, 13, a transverse side steel bar positioning device, 14, a longitudinal side steel bar positioning device, 15, a longitudinal bottom plate steel bar positioning device, 16, a transverse bottom plate steel bar positioning device, 17, a connecting plate of the longitudinal bottom plate steel bar positioning device and the transverse bottom plate steel bar positioning device, 18, a support rod sleeve, 19, a support rod, 20, a longitudinal top plate steel bar positioning device, 21, a transverse top plate steel bar binding device, 22, a connecting plate of the steel bar binding table supporting frame II and the longitudinal bottom plate steel bar positioning device, 23, a bolt, 24, an abdomen longitudinal positioning device, 24-1, a positioning rod, 25 and a positioning notch.
Detailed Description
The utility model is further illustrated by the following non-limiting examples, in conjunction with the accompanying drawings:
As shown in the attached drawing, the assembled high-speed railway box girder steel bar binding die comprises a stair 1, a walking plate 2, steel bar binding table supporting frames on two sides and a steel bar positioning device. The steel bar binding table supporting frame on each side is longitudinally divided into two parts, namely a steel bar binding table supporting frame I8 positioned on the outer side and a steel bar binding table supporting frame II 9 positioned on the inner side, the steel bar binding table supporting frame I8 and the steel bar binding table supporting frame II 9 are manufactured by adopting profile steel, and the steel bar binding table supporting frame I8 and the steel bar binding table supporting frame II 9 are detachably connected into a whole through bolts to form an integral steel bar binding table supporting frame. The connecting ends of the reinforcement bar binding table supporting frame I8 and the reinforcement bar binding table supporting frame II 9 are provided with connecting plates 12 used for connection, and the two are connected through the connecting plates and bolts. The bottom plate 10 with foundation bolt holes is welded at the bottom supporting point positions of the reinforcement bar binding table supporting frame, and the reinforcement bar binding table supporting frame can be connected with the bottom foundation embedded part 7 through the foundation bolts 6 through the bottom plate 10 at the bottom supporting point positions. The side of the reinforcement bar binding table supporting frame on two sides is provided with a stair 1 and a walking plate 2, the walking plate 2 is connected with the outer side of the reinforcement bar binding table supporting frame I8, and the lower part of the walking plate 2 is supported through a walking plate vertical support 5. The step board 2 divide into the multistage, and every section step board 2 lower part is fixed to be provided with a plurality of triangular supports frame 4, and every section step board 2 all is provided with connecting plate 11 with reinforcement binding table braced frame I8 link, and every section step board 2 all utilizes the bolt to be connected with reinforcement binding table braced frame I8 through connecting plate 11. The stairs 1 are connected with the tread plate 2. The steel bar positioning device comprises a transverse side steel bar positioning device 13, a longitudinal side steel bar positioning device 14, a bottom floor steel bar positioning device, a top floor steel bar positioning device and an abdomen longitudinal steel bar positioning device 24. Wherein, the inboard surface at the reinforcement bed braced frame of both sides all is provided with multichannel longitudinal side steel bar positioning device 14 and multichannel transverse side steel bar positioning device 13, and longitudinal side steel bar positioning device 14 and transverse side steel bar positioning device 13 all adopt the angle steel processing preparation to form, all are provided with a plurality of steel bar positioning notch on longitudinal side steel bar positioning device 14 and the transverse side steel bar positioning device 13, and longitudinal side steel bar positioning device 14 sets up at reinforcement bed braced frame's top, and longitudinal side steel bar positioning device 14 and transverse side steel bar positioning device 13 all are connected with reinforcement bed braced frame through the bolt. The bottom floor reinforcing steel bar positioning device is arranged between bottoms of the reinforcing steel bar binding table supporting frames on two sides, the bottom floor reinforcing steel bar positioning device comprises a plurality of longitudinal bottom floor reinforcing steel bar positioning devices 15 which are arranged in parallel and a plurality of transverse bottom floor reinforcing steel bar positioning devices 16 which are arranged in parallel, the longitudinal bottom floor reinforcing steel bar positioning devices 15 and the transverse bottom floor reinforcing steel bar positioning devices 16 are manufactured by angle steel processing, the longitudinal bottom floor reinforcing steel bar positioning devices 15 and the transverse bottom floor reinforcing steel bar positioning devices 16 are connected into a grid structure through connecting plates 17 by utilizing bolts, a plurality of reinforcing steel bar positioning notch are formed in the longitudinal bottom floor reinforcing steel bar positioning devices 15 and the transverse bottom floor reinforcing steel bar positioning devices 16, and two ends of the longitudinal bottom floor reinforcing steel bar positioning devices 15 are connected with a bottom plate 10 on the bottom supporting point position of the reinforcing steel bar binding table supporting frame II 9 on two sides through connecting plates 22 by utilizing bolts. The top floor steel bar positioning device is arranged between the upper parts of the steel bar binding table supporting frames on two sides. The top floor steel bar positioning device comprises a plurality of longitudinal top floor steel bar positioning devices 20 and a plurality of transverse top floor steel bar positioning devices 21, wherein the longitudinal top floor steel bar positioning devices 20 and the transverse top floor steel bar positioning devices 21 are manufactured by angle steel processing, the longitudinal top floor steel bar positioning devices 20 and the transverse top floor steel bar positioning devices 21 are connected into a grid structure through bolts, and a plurality of steel bar positioning notches are formed in the longitudinal top floor steel bar positioning devices 20 and the transverse top floor steel bar positioning devices 21. For ease of installation, it is preferable that the longitudinal top floor rebar positioning device 20 and the transverse top floor rebar positioning device 21 are both segmented and integrally bolted. The lower part of the top-layer bottom plate steel bar positioning device is provided with a plurality of support rods 19, the lower ends of the support rods 19 can be supported on a foundation, the upper ends of the support rods 19 are supported on the lower part of the top-layer bottom plate steel bar positioning device, and in order to facilitate installation, the two ends of the support rods 19 are preferably provided with support rod pipe sleeves 18, and the support rod pipe sleeves 18 are in threaded connection with the support rods 19. The supporting rod 19 is used for supporting the top-layer bottom plate reinforcing steel bar positioning device and the reinforcing steel bars on the top-layer bottom plate reinforcing steel bar positioning device. The web plate positions of the two sides of the steel bar binding table supporting frame II 9 are provided with a plurality of drawable abdomen longitudinal steel bar positioning devices 24, the abdomen longitudinal steel bar positioning devices 24 comprise a plurality of positioning rods 24-1 which are arranged in parallel and connected into a whole, the steel bar binding table supporting frame II 9 is provided with a sleeve, and the positioning rods 24-1 are sleeved in the sleeve in a drawable manner.
The size, depth and interval of the grooves of the steel bar positioning notch on each steel bar positioning device are determined according to the thickness of the steel bar protection layer of the designed box girder, the diameter of the steel bars and the number of the steel bars.
According to the utility model, the diameters and the intervals of the steel bars are positioned through the steel bar positioning notch arranged on the steel bar positioning device, the combination of the steel bar positioning devices can limit the positions and the sizes of the steel bars, a worker does not need to measure the intervals and check the number of the steel bars when binding the steel bar cage of the high-speed railway box girder, and the steel bars are arranged according to the steel bar positioning notch of the steel bar positioning device, so that the binding quality of the steel bars is ensured, the wrong binding and the missed binding of the steel bars are avoided, the insufficient thickness of a protective layer is avoided, and the girder manufacturing quality is influenced.
The utility model is of an assembled structure, the parts can be assembled into a whole rapidly through the bolts and the connecting plates, the installation speed is high, the parts can be processed in factories, the appearance of the parts is uniform, the size is accurate, the installation difficulty is reduced, the installation speed is high, and the installation precision is high. The detachable and recyclable component is light in weight, small in size and convenient to transport.
Other parts in this embodiment are all of the prior art, and are not described herein.
Claims (3)
1. The utility model provides an assembled high-speed railway case roof beam steel bar ligature mould, includes stair, step board, the steel bar ligature platform braced frame of both sides, characterized by: the steel bar binding table supporting frames on each side are longitudinally divided into two parts, namely a steel bar binding table supporting frame I positioned on the outer side and a steel bar binding table supporting frame II positioned on the inner side, the steel bar binding table supporting frame I and the steel bar binding table supporting frame II are detachably connected into a whole through bolts, a bottom plate with foundation bolt holes is welded at the bottom supporting point of the steel bar binding table supporting frame, a plurality of longitudinal side steel bar positioning devices and a plurality of transverse side steel bar positioning devices are arranged on the inner side surfaces of the steel bar binding table supporting frames on the two sides, the longitudinal side steel bar positioning devices and the transverse side steel bar positioning devices are connected with the steel bar binding table supporting frames through bolts, and steel bar positioning notches are formed in the longitudinal side steel bar positioning devices and the transverse side steel bar positioning devices; the walking plates are divided into a plurality of sections, the lower part of each section of the walking plates is provided with a plurality of triangular support frames, each section of the walking plates is connected with the support frame I of the reinforcement binding table through bolts, and the stairs are connected with the walking plates; a bottom layer bottom plate steel bar positioning device is arranged between the bottoms of the steel bar binding table supporting frames at two sides, the bottom layer bottom plate steel bar positioning device comprises a plurality of longitudinal bottom plate steel bar positioning devices and a plurality of transverse bottom plate steel bar positioning devices, the longitudinal bottom plate steel bar positioning devices and the transverse bottom plate steel bar positioning devices are connected into a grid structure through bolts by virtue of connecting plates, steel bar positioning notches are formed in the longitudinal bottom plate steel bar positioning devices and the transverse bottom plate steel bar positioning devices, two ends of the longitudinal bottom plate steel bar positioning devices are connected with the bottom plates at the bottom supporting point positions of the steel bar binding table supporting frames II at two sides by virtue of bolts, a top layer bottom plate steel bar positioning device is arranged between the upper parts of the steel bar binding table supporting frames at two sides, the top layer bottom plate steel bar positioning devices comprise a plurality of longitudinal top layer bottom plate steel bar positioning devices and a plurality of transverse top layer bottom plate steel bar positioning devices, the longitudinal top layer bottom plate steel bar positioning devices and the transverse top layer bottom plate steel bar positioning devices are connected into a grid structure through bolts, and the longitudinal top layer bottom plate steel bar positioning devices and the transverse top layer bottom plate steel bar positioning devices are all provided with steel bar positioning notches, and a plurality of supporting bars are supported at the lower part of the top layer bottom of the top plate steel bar positioning device; web plate positions of the two sides of the steel bar binding table supporting frame II are provided with a plurality of drawable abdomen longitudinal steel bar positioning devices.
2. The assembled high-speed railway box girder steel bar binding mold of claim 1, characterized in that: the two ends of the supporting rod are provided with supporting rod sleeves.
3. The assembled high-speed railway box girder steel bar binding mold of claim 1, characterized in that: the longitudinal top-layer bottom plate steel bar positioning device and the transverse top-layer bottom plate steel bar positioning device are segmented and are connected into a whole through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322647658.9U CN220805341U (en) | 2023-09-28 | 2023-09-28 | Assembled high-speed railway case roof beam reinforcing bar ligature mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322647658.9U CN220805341U (en) | 2023-09-28 | 2023-09-28 | Assembled high-speed railway case roof beam reinforcing bar ligature mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220805341U true CN220805341U (en) | 2024-04-19 |
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ID=90699745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322647658.9U Active CN220805341U (en) | 2023-09-28 | 2023-09-28 | Assembled high-speed railway case roof beam reinforcing bar ligature mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220805341U (en) |
-
2023
- 2023-09-28 CN CN202322647658.9U patent/CN220805341U/en active Active
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