CN208618274U - A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams - Google Patents
A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams Download PDFInfo
- Publication number
- CN208618274U CN208618274U CN201821014586.7U CN201821014586U CN208618274U CN 208618274 U CN208618274 U CN 208618274U CN 201821014586 U CN201821014586 U CN 201821014586U CN 208618274 U CN208618274 U CN 208618274U
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- Prior art keywords
- moulding bed
- bar
- pedestal
- precast
- web
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 44
- 239000010959 steel Substances 0.000 title claims abstract description 44
- 238000000465 moulding Methods 0.000 title claims abstract description 39
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 35
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 18
- 238000010276 construction Methods 0.000 claims abstract description 10
- 125000006850 spacer group Chemical group 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 19
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 13
- 230000002441 reversible effect Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims 2
- 238000010586 diagram Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011265 semifinished product Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The utility model belongs to erection of precast beams technical field, proposes a kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams.The assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams proposed includes web binding moulding bed and flange plate binding moulding bed；Institute's web binds the pedestal that moulding bed has, and has the reinforcing bar card slot to spacer bar skeleton in the interior sidewall surface of pedestal；The side of pedestal has multiple support frames of spaced set along its length；Web binding moulding bed also has the plug-in type locating rack for being mounted on support frame upright bar side；Flange plate binding moulding bed has the basis being welded by multiple steelframes along the setting of Precast T-Beam length direction；The both sides of the edge on basis are equipped with the track travelled on it to positioning trolley；Locating rod is provided on the front end face of positioning trolley.The utility model improves work efficiency, and reduces construction error.
Description
Technical field
The utility model belongs to erection of precast beams technical field, and in particular to a kind of suitable for different size Precast T-Beams
Assembled steel reinforced binding moulding bed group.
Background technique
With the development of economy, the technology for building science of bridge building also constantly improves, structural continuous beam bridge (T after first freely-supported
Beam) traditional freely-supported bridge gradually replaced with the advantages of weight bearing power is strong and easy construction.T is beam prefabricated in bridge construction
Application, be relatively broad engineering at present, however T beam prefabricated quality affects entire science of bridge building, it is therefore desirable to be subject to
Control.
In Precast T-Beam production process, the binding of framework of steel reinforcement is that workload is maximum, and most cumbersome, the used time is longest important
Link.Although current T beam steel bar colligation pedestal has been widely used, the T beam of different structure form, size, moulding bed makes
The quality that reinforcing bar binding is affected with inadaptability in the process can still result in semi-finished product transportation cost height, cover to reinforcement closes
Lattice rate is low, bar spacing unevenly leads to that construction error is big, construction efficiency is low, moulding bed processing cost is high, is not suitable with sizes T
The problems such as beam.
Utility model content
In order to solve the above technical problems, the purpose of this utility model propose it is a kind of suitable for different size Precast T-Beams
Assembled steel reinforced binding moulding bed group.
The utility model is to complete above-mentioned purpose to adopt the following technical scheme that
A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams, the assembled steel reinforced binding
Moulding bed group includes web binding moulding bed and flange plate binding moulding bed；
The web binds moulding bed, made of there is the pedestal for placing web reinforcement, the pedestal to be made as double flute steel
Frame structure；The width of the pedestal and the web width of Precast T-Beam are identical, and length is identical as Precast T-Beam length；The pedestal
Inner wall on there is reinforcing bar card slot to spacer bar skeleton；The side of the pedestal has equidistantly to be set along its length
The multiple support frames set；The support frame, which has, to be welded on the upright bar of pedestal side and is welded on the cross bar of rod end；Branch
Upright bar side described in support has multiple casings of corresponding Precast T-Beam longitudinal reinforcement setting；The web binding moulding bed also has
There is the plug-in type locating rack for being mounted on support frame upright bar side；The plug-in type locating rack be it is setting up and down multiple, each
The plug-in type locating rack has positioning plate, with setting up and down multiple to position longitudinal reinforcement on the positioning plate
Locating rod；The movable card slot of positioning web top rebars skeleton is provided in the support frame top cross bar, it is described
Movable card slot is the multiple locating slots to positioning web skeleton reinforcing steel bar being arranged along cross bar length direction, by adjusting difference
Position adjustment can carry out reinforcing bar limit or control web reinforcement integral lifting, the steel on the multiple locating slots and pedestal
Muscle card slot corresponds；The bottom of the pedestal is provided perpendicular to two horizontal frames of pedestal, each horizontal frame
On be fixed with perpendicular to horizontal frame setting vertical frame；And two vertical frames are located at the two of base width direction
Side；It is horizontal that each horizontal frame and corresponding vertical frame constitute the movable type that can be moved horizontally along base length direction
Partition means for supporting reinforcement steel bar；The vertical frame by root post and more support bar groups being connected between two root posts at；Two
It is formed between the corresponding support rod of a symmetrically arranged packaged type diaphragm plate means for supporting reinforcement steel bar to support diaphragm plate reinforcing bar
Support construction；
The flange plate binding moulding bed has the base being welded by multiple steelframes along the setting of Precast T-Beam longitudinal direction
Plinth；The both ends in foundation length direction all have the supporting leg bent downward vertically；The steelframe is rectangular frame；Described in each
Cross bar is provided in rectangular frame, the cross bar II is supported in rectangular frame by bracket, and the cross bar II with
The rectangular frame is welded to connect；With the card to be clamped longitudinal reinforcement of multiple spaced sets on the cross bar II
Slot, and the axis of corresponding card slot is overlapped on more cross bars II；The flange plate binding moulding bed is additionally provided with along Precast T-Beam length
The transverse steel positioning plate to be clamped transverse steel of direction setting；The transverse steel positioning plate is symmetrically arranged two
Block；The transverse steel positioning plate forms reversible cross by spaced multiple hinge connections on the basis of described
To steel bar positioning plate；It is multiple to be clamped transverse steel with being arranged along its length on the transverse steel positioning plate
Horizontal card slot；The both sides of the edge on the basis are equipped with the track travelled on it to positioning trolley；The positioning trolley
Front end face on be provided with control bridge floor shear stress positioning bar reinforce locating rod.
The utility model proposes a kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams, use
Above-mentioned technical proposal, framework of steel reinforcement can be equidistantly installed in the card slot on pedestal, and longitudinal reinforcement passes through plug-in type locating rack
Determine level height, movable card slot can assist fixed top rebars skeleton, improve work efficiency, and reduce construction error；It moves
Dynamic formula diaphragm plate means for supporting reinforcement steel bar is limited by the angle steel in vertical frame, make diaphragm plate reinforcing bar binding be more flexible and
Accuracy；By mobile mobile diaphragm plate means for supporting reinforcement steel bar, it is applicable to the different T beam of various tabula Board positions, is conducive to
Web reinforcement integral hoisting, it is easy to operate；Central sill and two kinds of side bar are met by the rotation of reversible transverse steel positioning plate
The demand of difference overhanging size reinforcing bar binding, and be easy to lift, the positioning rod piece of positioning trolley one end can ensure that bridge floor shear stress
The position of positioning bar is more accurate, and positioning trolley covers edge of a wing plate face, improves work efficiency.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram that T web binds moulding bed in the utility model；
Fig. 3 is the structural schematic diagram that T back plate binds moulding bed in the utility model；
Fig. 4 is the structural schematic diagram of walking dolly in the utility model.
In figure: 1, pedestal, 1-1, reinforcing bar card slot, 2, support frame, 2-1, cross bar I, 2-2, upright bar, 2-3, casing, 3, insertion
Formula locating rack, 3-1, positioning plate, 3-2, locating rod, 4, movable card slot, 5, packaged type diaphragm plate means for supporting reinforcement steel bar；5-1, water
Flat frame, 5-2, vertical frame, 6, steelframe, 7, card slot, 8, transverse steel positioning plate, 9, hinge, 10, positioning trolley, 11, rail
Road, 12, locating rod, 13, supporting leg, 14, cross bar II, 15, bracket, 16, horizontal card slot.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
As shown in Figure 1, a kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams, the assembly
Formula reinforcing bar binding moulding bed group includes web binding moulding bed and flange plate binding moulding bed；
In conjunction with Fig. 2, the web binding moulding bed has the pedestal 1 to place web, and the pedestal 1 is by double flute steel
The frame structure being made；The width of the pedestal 1 is identical as the web width of Precast T-Beam, length and Precast T-Beam length phase
Together；There is the reinforcing bar card slot 1-1 to spacer bar skeleton in the interior sidewall surface of the pedestal 1；The side of the pedestal 1 has
Multiple support frames 2 of spaced set along its length；The support frame 2 has the upright bar 2-2 for being welded on pedestal side
With the cross bar 2-1 for being welded on rod end；There is corresponding Precast T-Beam longitudinal reinforcement on the side upright bar 2-2 wall surface described in support frame
The multiple casing 2-3 being arranged；The web binding moulding bed also has the plug-in type locating rack for being mounted on support frame upright bar side
3；The plug-in type locating rack is 3 setting up and down multiple, and each plug-in type locating rack 3 has positioning plate 3-1, institute
There are multiple locating rod 3-2 to position longitudinal reinforcement setting up and down on the positioning plate stated；It is horizontal at the top of the support frame
The movable card slot of positioning web top rebars skeleton is provided on bar, the movable card slot is to set along cross bar length direction
The multiple locating slots to positioning web skeleton reinforcing steel bar set can carry out reinforcing bar limit or control by adjusting different location adjustment
Web reinforcement integral lifting, the reinforcing bar card slot corresponds on the multiple locating slots and pedestal；The bottom of the pedestal 1
Portion is provided perpendicular to be fixed on two horizontal frames 5-1, each horizontal frame 5-1 of pedestal setting perpendicular to level
The vertical frame 5-2 of frame setting；And two vertical frame 5-2 are located at the two sides of 1 width direction of pedestal；Described in each
Horizontal frame 5-1 and corresponding vertical frame 5-2 constitute the mobile tabula slab that can be moved horizontally along base length direction
Muscle support frame 5；The vertical frame 5-2 by two root posts and more support bar groups being connected between two root posts at；Two
It is formed between the corresponding support rod of a symmetrically arranged packaged type diaphragm plate means for supporting reinforcement steel bar to support diaphragm plate reinforcing bar
Support construction, packaged type diaphragm plate means for supporting reinforcement steel bar can adjust position according to tabula plate spacing or size；
In conjunction with Fig. 3, the flange plate binding moulding bed has to be welded by multiple steelframes 6 along the setting of Precast T-Beam length direction
Basis made of connecing；The both ends in foundation length direction all have the supporting leg 13 bent downward vertically；The steelframe 6 is rectangle frame
Frame；Cross bar 14 is provided in each rectangular frame, the cross bar 14 is supported in rectangular frame by bracket 15,
And the cross bar 14 and the rectangular frame are welded to connect；With multiple spaced sets to card on the cross bar
The card slot 7 of longitudinal reinforcement is connect, and the axis of corresponding card slot 7 is overlapped on more cross bars；The flange plate binding moulding bed is also set up
There is the transverse steel positioning plate 8 to be clamped transverse steel along the setting of Precast T-Beam length direction；The transverse steel positioning
Plate 8 is symmetrically arranged two pieces；The transverse steel positioning plate 8 is connected to described by spaced multiple hinges 9
On the basis of formed reversible transverse steel positioning plate；Have on the transverse steel positioning plate 8 and is arranged along its length
Multiple lateral cards/16 to be clamped transverse steel；The both sides of the edge on the basis are equipped with to positioning trolley 11 at it
The track 11 of upper traveling；In conjunction with Fig. 4, it is provided with control bridge floor shear stress positioning bar on the front end face of the positioning trolley 11 and reinforces
Positioning, 12.
The plug-in type locating rack 3, movable card slot 4, packaged type diaphragm plate means for supporting reinforcement steel bar 5 are in T soffit of girder slab
It is mobile by withdrawing when muscle integral hoisting, meet lifting requirements, easy construction.
Two kinds of specifications (different from length according to reinforcement location height) card slot is arranged in the transverse steel positioning plate 8, can
It is adjusted according in T beam across, end bay difference steel bar arrangement.
Claims (1)
1. a kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams, it is characterised in that: the assembled
Reinforcing bar binding moulding bed group includes web binding moulding bed and flange plate binding moulding bed；
The web binding moulding bed has the pedestal to place web, and the pedestal is the frame as made of the production of double flute steel
Structure；The width of the pedestal and the web width of Precast T-Beam are identical, and length is identical as Precast T-Beam length；The pedestal it is interior
There is the reinforcing bar card slot to spacer bar skeleton in side wall surface；The side of the pedestal has equidistantly to be set along its length
The multiple support frames set；The support frame, which has, to be welded on the upright bar of pedestal side and is welded on the cross bar I of rod end；Branch
There are multiple casings of corresponding Precast T-Beam longitudinal reinforcement setting on upright bar side wall surface described in support；The web binds tire
Frame also has the plug-in type locating rack for being mounted on support frame upright bar side；The plug-in type locating rack is setting up and down more
A, the plug-in type locating rack has a positioning plate, with setting up and down multiple to position on the positioning plate
The locating rod of longitudinal reinforcement；The movable card of positioning web top rebars skeleton is provided in the support frame top cross bar
Slot, the movable card slot are the multiple locating slots to positioning web skeleton reinforcing steel bar being arranged along cross bar length direction, are led to
Reinforcing bar limit or control web reinforcement integral lifting, the multiple locating slots and pedestal can be carried out by crossing the adjustment of adjustment different location
The upper reinforcing bar card slot corresponds；The bottom of the pedestal is provided perpendicular to two horizontal frames of pedestal setting, often
The vertical frame perpendicular to horizontal frame setting is fixed on a horizontal frame；And two vertical frames are located at pedestal
The two sides of width direction；Each horizontal frame and corresponding vertical frame composition can be moved along base length direction level
Dynamic mobile diaphragm plate means for supporting reinforcement steel bar；The vertical frame is by root post and more branch being connected between two root posts
Strut composition；It is formed between the corresponding support rod of two symmetrically arranged packaged type diaphragm plate means for supporting reinforcement steel bar to support
The support construction of diaphragm plate reinforcing bar；
The flange plate binding moulding bed has the basis being welded by multiple steelframes along the setting of Precast T-Beam length direction；
The both ends in foundation length direction all have the supporting leg bent downward vertically；The steelframe is rectangular frame；Each square
Cross bar is provided in shape frame, the cross bar II is supported in rectangular frame by bracket, and the cross bar II and institute
The rectangular frame stated is welded to connect；With the card to be clamped longitudinal reinforcement of multiple spaced sets on the cross bar II
Slot, and the axis of corresponding card slot is overlapped on more cross bars II；The flange plate binding moulding bed is additionally provided with along Precast T-Beam length
The transverse steel positioning plate to be clamped transverse steel of direction setting；The transverse steel positioning plate is symmetrically arranged two
Block；The transverse steel positioning plate forms reversible cross by spaced multiple hinge connections on the basis of described
To steel bar positioning plate；It is multiple to be clamped transverse steel with being arranged along its length on the transverse steel positioning plate
Horizontal card slot；The both sides of the edge on the basis are equipped with the track travelled on it to positioning trolley；The positioning trolley
Front end face on be provided with control bridge floor shear stress positioning bar reinforce locating rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821014586.7U CN208618274U (en) | 2018-06-29 | 2018-06-29 | A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821014586.7U CN208618274U (en) | 2018-06-29 | 2018-06-29 | A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208618274U true CN208618274U (en) | 2019-03-19 |
Family
ID=65704051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821014586.7U Withdrawn - After Issue CN208618274U (en) | 2018-06-29 | 2018-06-29 | A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208618274U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560428A (en) * | 2018-06-29 | 2018-09-21 | 中交二公局第四工程有限公司 | A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams |
| CN110405938A (en) * | 2019-07-30 | 2019-11-05 | 云南省建设投资控股集团有限公司 | Precast T-Beam web reinforcement binding auxiliary moulding bed construction |
| CN110539099A (en) * | 2019-09-27 | 2019-12-06 | 中交第一航务工程局有限公司 | adjustable jig frame for positioning precast beam guardrail reinforcing steel bars and construction method thereof |
| WO2021077893A1 (en) * | 2019-10-22 | 2021-04-29 | 广州容联建筑科技有限公司 | Beam column reinforcement cage weaving jig frame and wall reinforcement cage weaving jig frame |
-
2018
- 2018-06-29 CN CN201821014586.7U patent/CN208618274U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560428A (en) * | 2018-06-29 | 2018-09-21 | 中交二公局第四工程有限公司 | A kind of assembled steel reinforced binding moulding bed group suitable for different size Precast T-Beams |
| CN108560428B (en) * | 2018-06-29 | 2024-03-15 | 中交二公局第四工程有限公司 | Assembled steel bar binding jig frame group suitable for prefabricated T beams of different sizes |
| CN110405938A (en) * | 2019-07-30 | 2019-11-05 | 云南省建设投资控股集团有限公司 | Precast T-Beam web reinforcement binding auxiliary moulding bed construction |
| CN110405938B (en) * | 2019-07-30 | 2021-03-23 | 云南省建设投资控股集团有限公司 | Construction method for prefabricated T-shaped beam web plate reinforcement auxiliary jig frame |
| CN110539099A (en) * | 2019-09-27 | 2019-12-06 | 中交第一航务工程局有限公司 | adjustable jig frame for positioning precast beam guardrail reinforcing steel bars and construction method thereof |
| CN110539099B (en) * | 2019-09-27 | 2024-03-12 | 中交第一航务工程局有限公司 | Adjustable jig frame for positioning reinforcement bars of precast beam guardrails and construction method of adjustable jig frame |
| WO2021077893A1 (en) * | 2019-10-22 | 2021-04-29 | 广州容联建筑科技有限公司 | Beam column reinforcement cage weaving jig frame and wall reinforcement cage weaving jig frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20190319 Effective date of abandoning: 20240315 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20190319 Effective date of abandoning: 20240315 |