CN205976227U - Pier stud tray reinforcement mould - Google Patents
Pier stud tray reinforcement mould Download PDFInfo
- Publication number
- CN205976227U CN205976227U CN201620733110.3U CN201620733110U CN205976227U CN 205976227 U CN205976227 U CN 205976227U CN 201620733110 U CN201620733110 U CN 201620733110U CN 205976227 U CN205976227 U CN 205976227U
- Authority
- CN
- China
- Prior art keywords
- internal stay
- section steel
- channel
- scaffold tubes
- steel
- Prior art date
- 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.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a pier stud tray reinforcement mould, including scaffold pipe holder, end of tray portion internal stay channel -section steel, top internal stay channel -section steel, spacing steel pipe, be equipped with the scale on the internal stay channel -section steel, the scale spacing is the interval of tray reinforcing bar, and every department all slots, and two sections are all punished into at the fracture to top internal stay channel -section steel and bottom internal stay channel -section steel, and every section is welded with two scaffold framves respectively, and the loading and unloading of being convenient for are equipped with the limiting plate at every scaffold frame department. Utilize the utility model discloses carry out pier stud tray reinforcement and can guarantee the oval shape of tray reinforcing bar bone, make the interval of main muscle unanimous simultaneously, convert high altitude construction into the ground operation, so both shortened the turnaround time of tray reinforcement time and pier template, guaranteed tray reinforcement quality again, avoidd the high altitude construction risk.
Description
Technical field
This utility model is related to railway solid pier field, more particularly, to pier stud pallet reinforcing bar binding mould.
Background technology
In railroad bridge design of substructure, nose circle shape solid pier during a kind of conventional bridge pier form.It can make water
Stream moves smoothly through bridge opening, can reduce the local scour in the resistance to current for the bridge pier and surrounding riverbed compared with rectangle pier.Mesh
Before, the method that nose circle shape solid pier pallet reinforcing bar generally adopts is that in template, scene is tied up after installation bridge abutment moulding plate
Prick, its drawback is that the scope of operation is narrow and small, and quality is not easily controlled, take many, operator have the danger slipping in pier.
Utility model content
This utility model aims to solve the problem that the deficiencies in the prior art, and provides a kind of ellipse that can ensure that pallet reinforcing bar
Shape, makes the spacing of cage bar consistent simultaneously, work high above the ground is converted to the pier stud pallet reinforcing bar binding mould of Ground Operation.
This utility model for achieving the above object, employs the following technical solutions：Pier stud pallet reinforcing bar binding mould, its feature
It is, including scaffold tubes support, internal stay scaffold tubes are fixed at top, internal stay scaffold tubes, bottom internal stay channel-section steel and top are fixed in bottom
Internal stay channel-section steel, described top internal stay channel-section steel and described bottom internal stay channel-section steel be middle part for crosspiece, two ends be semicircle flat ellipse
Shape, and the centre of each crosspiece of described top internal stay channel-section steel is provided with top channel-section steel fracture, described bottom internal stay channel-section steel each
The centre of crosspiece is provided with bottom channel-section steel fracture, and the area of described top internal stay channel-section steel is more than the area of described bottom internal stay channel-section steel,
Described top internal stay channel-section steel is equipped with the corresponding scale groove in position with the inner side of described bottom internal stay channel-section steel, and described top is fixed
Internal stay scaffold tubes have four, and four described tops are fixed internal stay scaffold tubes and are welded in institute with described top channel-section steel fracture for axial symmetry
State the top of top internal stay channel-section steel, the fixing internal stay scaffold tubes in described bottom have four, and internal stay scaffold tubes are fixed in four described bottoms
It is welded in the lower section of described bottom internal stay channel-section steel with described bottom channel-section steel fracture for axial symmetry, the top of described scaffold tubes support is propped up
Multiple upper limit steel pipes are provided with frame, between the fixing internal stay scaffold tubes of the spacing between described upper limit steel pipe and described top
Spacing consistent, the two ends of the fixing internal stay scaffold tubes in each described top are located at the corresponding described upper limit on described scaffold tubes support
At the steel pipe of position, the bottom support of described scaffold tubes support is provided with multiple lower limit steel pipes, between described lower limit steel pipe
Spacing between spacing internal stay scaffold tubes fixing with described bottom is consistent, and the fixing internal stay scaffold tubes in each described bottom are located at described
At corresponding described lower limit steel pipe on scaffold tubes support.
Particularly, the area of described top internal stay channel-section steel is more than the area of described bottom internal stay channel-section steel.
The beneficial effects of the utility model are：This utility model is a kind of railway nose circle shape solid pier pallet reinforcing bar binding
Mould, this mould bases process is simple, easy to operate, just can reach high-level making precision with simpler method；Ensure that reinforcing bar
The spacing uniformity of cage cage bar, greatlys save the steel reinforcement cage Connection Time it is ensured that the quality of connection of steel reinforcement cage；High-altitude is made
Industry is converted to Ground Operation, evades pallet reinforcing bar work high above the ground, reduces production cost.
Brief description
Fig. 1 is pier stud pallet reinforcing bar binding mould top view of the present utility model；
Fig. 2 is pier stud pallet reinforcing bar binding mode host visual pattern of the present utility model；
In figure：1- top internal stay channel-section steel；2- bottom internal stay channel-section steel；3- bottom channel-section steel fracture；Spike handss in 4- top is fixing
Pipe；Internal stay scaffold tubes are fixed in 5- bottom；6- scaffold tubes support；7- upper limit steel pipe；8- lower limit steel pipe；9- top channel-section steel breaks
Mouthful；
It is described in detail referring to the drawings below with reference to embodiment of the present utility model.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples：
As shown in Figure 1, 2, pier stud pallet reinforcing bar binding mould is it is characterised in that include scaffold tubes support 6, top is fixed
Internal stay scaffold tubes 5, bottom internal stay channel-section steel 2 and top internal stay channel-section steel 1, described top internal stay channel-section steel are fixed in internal stay scaffold tubes 4, bottom
1 and described bottom internal stay channel-section steel 2 be middle part be crosspiece, two ends be the flat ellipse of semicircle, and described top internal stay channel-section steel 1
The centre of each crosspiece is provided with top channel-section steel fracture 9, and the centre of each crosspiece of described bottom internal stay channel-section steel 2 is provided with bottom channel-section steel
Fracture 3, described top internal stay channel-section steel 1 and the inner side of described bottom internal stay channel-section steel 2 are equipped with the corresponding scale groove in position, described
The fixing internal stay scaffold tubes 4 in top have four, and internal stay scaffold tubes 4 are fixed with described top channel-section steel fracture 9 as axle in four described tops
It is symmetrically welded in the top of described top internal stay channel-section steel 1, the fixing internal stay scaffold tubes 5 in described bottom have four, four described bottoms
Fixing internal stay scaffold tubes 5 are welded in the lower section of described bottom internal stay channel-section steel 2 with described bottom channel-section steel fracture 3 for axial symmetry, described
Multiple upper limit steel pipes 7 are provided with the top end holder of scaffold tubes support 6, the spacing between described upper limit steel pipe 7 with described
Spacing between the fixing internal stay scaffold tubes 4 in top is consistent, and the two ends of the fixing internal stay scaffold tubes 4 in each described top are located at described foot
At corresponding described upper limit steel pipe 7 on handss pipe holder 6, the bottom support of described scaffold tubes support 6 is provided with multiple lower limits
Position steel pipe 8, the spacing between the internal stay scaffold tubes 5 fixing with described bottom of the spacing between described lower limit steel pipe 8 is consistent, each
The fixing internal stay scaffold tubes 5 in described bottom are located at corresponding described lower limit steel pipe 8 on described scaffold tubes support 6.
Particularly, the area of described top internal stay channel-section steel 1 is more than the area of described bottom internal stay channel-section steel 2.
When this utility model uses, by mould according to the position of upper limit steel pipe 7 and lower limit steel pipe 8 before assembling reinforcement
It is fixed, then carries out reinforcing bar binding, after the completion of reinforcing bar binding, top internal stay channel-section steel 1 and bottom internal stay channel-section steel 2 are dismantled, and put down
Removal steel reinforcement cage.
Above in conjunction with accompanying drawing, this utility model is exemplarily described it is clear that this utility model implements is not subject to
The restriction of aforesaid way, as long as employing the various improvement that method design of the present utility model and technical scheme are carried out, or without
Improve and directly apply to other occasions, all within protection domain of the present utility model.
Claims (2)
1. pier stud pallet reinforcing bar binding mould is it is characterised in that include scaffold tubes support (6), internal stay scaffold tubes are fixed at top
(4), the fixing internal stay scaffold tubes (5) in bottom, bottom internal stay channel-section steel (2) and top internal stay channel-section steel (1), described top internal stay channel-section steel
(1) and described bottom internal stay channel-section steel (2) be middle part be crosspiece, two ends be the flat ellipse of semicircle, and described top internal stay groove
The centre of each crosspiece of steel (1) is provided with top channel-section steel fracture (9), the centre of each crosspiece of described bottom internal stay channel-section steel (2)
It is provided with bottom channel-section steel fracture (3), the inner side of described top internal stay channel-section steel (1) and described bottom internal stay channel-section steel (2) is equipped with position
Corresponding scale groove, the fixing internal stay scaffold tubes (4) in described top have four, and internal stay scaffold tubes (4) are fixed at four described tops
It is welded in the top of described top internal stay channel-section steel (1) with described top channel-section steel fracture (9) for axial symmetry, internal stay is fixed in described bottom
Scaffold tubes (5) have four, and four described bottoms are fixed internal stay scaffold tubes (5) and welded for axial symmetry with described bottom channel-section steel fracture (3)
It is connected to the lower section of described bottom internal stay channel-section steel (2), the top end holder of described scaffold tubes support (6) is provided with multiple upper limit steel
Pipe (7), the spacing between the internal stay scaffold tubes (4) fixing with described top of the spacing between described upper limit steel pipe (7) is consistent, often
The two ends that internal stay scaffold tubes (4) are fixed at individual described top are located at the upper corresponding described upper limit steel pipe of described scaffold tubes support (6)
(7) place, the bottom support of described scaffold tubes support (6) is provided with multiple lower limit steel pipes (8), described lower limit steel pipe (8)
Between the fixing internal stay scaffold tubes (5) in spacing and described bottom between spacing consistent, spike handss in each described bottom fixation
Pipe (5) is located at upper corresponding described lower limit steel pipe (8) place of described scaffold tubes support (6).
2. pier stud pallet reinforcing bar binding mould according to claim 1 is it is characterised in that described top internal stay channel-section steel (1)
Area be more than described bottom internal stay channel-section steel (2) area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620733110.3U CN205976227U (en) | 2016-07-12 | 2016-07-12 | Pier stud tray reinforcement mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620733110.3U CN205976227U (en) | 2016-07-12 | 2016-07-12 | Pier stud tray reinforcement mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976227U true CN205976227U (en) | 2017-02-22 |
Family
ID=58023940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620733110.3U Active CN205976227U (en) | 2016-07-12 | 2016-07-12 | Pier stud tray reinforcement mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976227U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065573A (en) * | 2016-07-12 | 2016-11-02 | 中国路桥工程有限责任公司 | Pier stud pallet reinforcing bar binding mould and construction method thereof |
-
2016
- 2016-07-12 CN CN201620733110.3U patent/CN205976227U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065573A (en) * | 2016-07-12 | 2016-11-02 | 中国路桥工程有限责任公司 | Pier stud pallet reinforcing bar binding mould and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105220619B (en) | A kind of method of quick manufacture two-wire nose circle solid pier | |
| CN205804179U (en) | A kind of adjustable bent cap framework of steel reinforcement assembly moulding bed | |
| CN205976227U (en) | Pier stud tray reinforcement mould | |
| CN203188584U (en) | Scaffold for building template engineering construction | |
| CN207309279U (en) | Bulk freighter T row's structure levels close up seam butting tooling | |
| CN205100106U (en) | Child fixture are pricked in advance to double -line nose circle entity mound pier cap reinforcing bar | |
| CN205411394U (en) | Sheep is with breeding platform | |
| CN102365927B (en) | Feeding and chemical dosing trolley for indoor factory sea cucumber breeding | |
| CN210247705U (en) | Strawberry planting big-arch shelter of easily installing | |
| CN209239356U (en) | A kind of moulding bed for floorings steel skeleton | |
| CN106065573A (en) | Pier stud pallet reinforcing bar binding mould and construction method thereof | |
| CN206107514U (en) | Deck passageway frame connection structure | |
| CN209025446U (en) | A kind of aluminum dipping form material transfer entrance construction device | |
| CN108118612A (en) | A kind of Non-strut bridge pier template | |
| CN206829667U (en) | A kind of stockyard steel structure support module | |
| CN208519323U (en) | A kind of Contiuum type pipe pillow | |
| CN205552981U (en) | Damping rubber support combination die | |
| CN207672995U (en) | A kind of In Great Basement late poured band support template | |
| CN206821654U (en) | A kind of lamb ablactation jube | |
| CN205777523U (en) | A kind of aluminum alloy pattern plate fastening structure | |
| CN204386200U (en) | A kind of building operations roof beam structure | |
| CN212778935U (en) | Dipperstick for municipal works cost | |
| CN208529504U (en) | A kind of adjustable stainless steel mold lamps structure | |
| CN210454962U (en) | Deformation-resistant through beam of light semitrailer | |
| CN218952000U (en) | High pier construction platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |