CN208455608U - The anti-floating cage assembly of one kind - Google Patents
The anti-floating cage assembly of one kind Download PDFInfo
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- CN208455608U CN208455608U CN201820625857.6U CN201820625857U CN208455608U CN 208455608 U CN208455608 U CN 208455608U CN 201820625857 U CN201820625857 U CN 201820625857U CN 208455608 U CN208455608 U CN 208455608U
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Abstract
The utility model is a kind of anti-floating cage assembly, the device includes that two main reinforcements (1) are respectively perpendicular in the grid for being symmetrically inserted into flange frame (6) two sides of perfusion platform, spacer bar (2) is horizontally arranged on two main reinforcements (1) to be installed on flange frame (6), for positioning clamping position of two main reinforcements (1) on flange frame (6), the steel pipe (5) of a top seal is connected by welding in the lower end of two main reinforcements (1), and downward opening steel pipe (5) is inserted into the top of steel reinforcement cage main reinforcement (7).The device prevents rising of steel cage using perfusion platform elevating hopper inner concrete self weight.Device production is simple, carries and operation is all very convenient, can accurately fixed steel bars cage location, and it is versatile, can repeatedly use, can effectively prevent rising of steel cage.
Description
Technical field
The utility model is a kind of anti-floating cage assembly, belongs to technical field of building construction.
Background technique
In construction, often there is the phenomenon that rising of steel cage in perfusion in foundation pile.The in situ face of stake top absolute altitude with
Under cast-in-situ bored pile, the case where to avoid the occurrence of rising of steel cage, generally use and spot welding distinguished at several root thickness reinforcing bars both ends
Way in steel reinforcement cage cage body and perfusion platform is become using the floating that the concrete gravity in hopper when perfusion pushes down steel reinforcement cage
Steel reinforcement cage can be effectively fixed in gesture.But there is also following deficiencies for this method: (1) between the different stake of emptying aperture length often without
Method shares material, and stock utilization is low to lead to material cost height；It (2) will be using aperture welding installation bar reinforcement, perfusion before being perfused
After need to remove reinforcing bar, process flow complication cause the increase of cost of labor and the reduction of construction efficiency.In consideration of it, mesh
Before need to design a kind of anti-floating cage assembly to solve the above problems, provide convenience for pouring construction.
Summary of the invention
The utility model exactly designs in view of the above-mentioned deficiencies in the prior art and provides a kind of anti-floating cage assembly,
The purpose is to solve stock utilization present in existing steel reinforcement cage anti-floating system and the low disadvantage of construction efficiency.
The purpose of this utility model is achieved through the following technical solutions:
This kind is prevented floating cage assembly, it is characterised in that: the device is respectively perpendicular symmetrically to be inserted into be perfused including two main reinforcements 1 and put down
In the grid of 6 two sides of flange frame of platform, spacer bar 2 is horizontally arranged in two main reinforcements 1 and is installed in flange frame 6, for fixed
Clamping position of two main reinforcements 1 in position in flange frame 6, connects a top in the lower end of two main reinforcements 1 by welding
The steel pipe 5 of sealing, downward opening steel pipe 5 are inserted into the top of steel reinforcement cage main reinforcement 7.
Main reinforcement 1 is segmentation connection composition, is connected between adjacent two sections by an active joint 3, is had on active joint 3
One hinge joint and a jack, jack are inserted into bolt 4 and lock hinge joint.
Main reinforcement 1 chooses the spiral of 28mm or more, and 2 diameter of spacer bar is less than main reinforcement 1.
It includes flange frame 6, hopper 8 and conduit 9 that platform, which is perfused,.
Compared with currently used anti-floating cage measure, the beneficial effects of the utility model are:
1, materials convenience, is easy to make, and material therefor can gather materials on the spot at the scene or directly purchase, and live can add
Work production, it is time-consuming short；
2, operating process is easily understood, strong operability, reduces cost of labor, while improving construction efficiency；
3, versatile, active joint only is adjusted by extracting bolt, that is, is applicable to a variety of emptying aperture length, has saved material
Expect cost.
Detailed description of the invention
Fig. 1 is the schematic perspective view of device described in the utility model
Fig. 2 is the structural schematic diagram in device described in the utility model under active joint lock state
Fig. 3 is the structural schematic diagram in device described in the utility model under active joint unlocked state
Fig. 4 is the structural schematic diagram of active joint lock state
Fig. 5 is the structural schematic diagram of active joint unlocked state
Specific embodiment
The utility model is further described below with reference to drawings and examples:
Referring to shown in attached drawing 1~5, this kind is prevented floating cage assembly, it is characterised in that: the device includes that two main reinforcements 1 are hung down respectively
It is directly symmetrically inserted into the grid of 6 two sides of flange frame of perfusion platform, the clamping of spacer bar 2 is horizontally arranged in two main reinforcements 1
In flange frame 6, for positioning clamping position of two main reinforcements 1 in flange frame 6, pass through welding in the lower end of two main reinforcements 1
Mode connect the steel pipe 5 of a top seal, downward opening steel pipe 5 is inserted into the top of steel reinforcement cage main reinforcement 7.
Main reinforcement 1 is segmentation connection composition, is connected between adjacent two sections by an active joint 3, is had on active joint 3
One hinge joint and a jack, jack are inserted into bolt 4 and lock hinge joint.
Main reinforcement 1 chooses the spiral of 28mm or more, and 2 diameter of spacer bar is less than main reinforcement 1.
It includes flange frame 6, hopper 8 and conduit 9 that platform, which is perfused,.
Steps are as follows for the use of utility model device:
Step 1: the spiral of two diameter 28mm or more as device main reinforcement 1, is arranged in main reinforcement 1 perpendicular to main reinforcement
Spacer bar 2,2 one end of spacer bar is fixed in main reinforcement 1；
Step 2: lockable active joint 3 is arranged in the middle part of main reinforcement 1, the installation number of active joint 3 is according to emptying aperture length
It determines, jack is arranged on active joint 3 using being mechanically connected in 3 both ends of active joint and main reinforcement 1, is inserted into jack lock with bolt 4
It is fixed, emptying aperture length is calculated before use, determines main reinforcement length to be used, can extract the bolt 4 on active joint when necessary, is solved
Except locking, wouldn't use one section of main reinforcement 1 is flipped to the outside, avoids the normal placement for influencing perfusion platform elevating hopper 8；
Step 3: one section of seamless steel pipe 5 is arranged in 1 bottom end of main reinforcement, 5 internal diameter of steel pipe is greater than steel reinforcement cage main reinforcement 7, and steel pipe 5 is radial
Parallel 1 low side of main reinforcement is by being welded to connect, and 5 top of steel pipe is shut with thick iron plate, and steel pipe 5 is opening down；
Step 4: main reinforcement 1 is symmetrically placed, is transferred respectively to bottom end steel pipe 5 and be steadily inserted into 7 top of steel reinforcement cage main reinforcement；
Step 5: rotating main reinforcement 1 when mounting flange frame 6, making parallel 6 grid of flange frame of spacer bar 2, so as to flange frame 6
It is installed in place, then rotates main reinforcement 1, be installed on spacer bar 2 on the grid of flange frame, thus the fixed present apparatus；
Step 6: successively transferring conduit 9, hopper 8, then concrete perfusion.
Step 7: rotating main reinforcement 1 after the completion of perfusion, so that spacer bar 2 is released fixation from flange frame 6, then successively mention
Hopper 8, conduit 9 and flange frame 6 are played, finally takes out present apparatus main reinforcement 1.
Above-mentioned anti-floating cage assembly materials convenience, is easy to make, operating process is easily understood, and versatile, only passes through pumping
It takes bolt to adjust active joint, that is, is applicable to a variety of emptying aperture length, while reducing material cost and cost of labor, improve
Construction efficiency.
Claims (4)
1. a kind of prevent floating cage assembly, it is characterised in that: the device is respectively perpendicular symmetrically to be inserted into be perfused including two main reinforcements (1) and put down
In the grid of flange frame (6) two sides of platform, spacer bar (2) is horizontally arranged on two main reinforcements (1) and is installed on flange frame (6)
On, for positioning clamping position of two main reinforcements (1) on flange frame (6), pass through the side of welding in the lower end of two main reinforcements (1)
Formula connects the steel pipe (5) of a top seal, and downward opening steel pipe (5) is inserted into the top of steel reinforcement cage main reinforcement (7).
2. anti-floating cage assembly according to claim 1, it is characterised in that: main reinforcement (1) is that segmentation connection forms, adjacent two
It is connected between section by an active joint (3), has a hinge joint and a jack, jack bolt on active joint (3)
(4) insertion locks hinge joint.
3. anti-floating cage assembly according to claim 1, it is characterised in that: main reinforcement (1) chooses the spiral of 28mm or more,
Spacer bar (2) diameter is less than main reinforcement (1).
4. anti-floating cage assembly according to claim 1, it is characterised in that: perfusion platform includes flange frame (6), hopper (8)
With conduit (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820625857.6U CN208455608U (en) | 2018-04-27 | 2018-04-27 | The anti-floating cage assembly of one kind |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820625857.6U CN208455608U (en) | 2018-04-27 | 2018-04-27 | The anti-floating cage assembly of one kind |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208455608U true CN208455608U (en) | 2019-02-01 |
Family
ID=65151584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820625857.6U Active CN208455608U (en) | 2018-04-27 | 2018-04-27 | The anti-floating cage assembly of one kind |
Country Status (1)
| Country | Link |
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| CN (1) | CN208455608U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622213A (en) * | 2020-05-26 | 2020-09-04 | 中国十七冶集团有限公司 | Bored concrete pile positioner |
-
2018
- 2018-04-27 CN CN201820625857.6U patent/CN208455608U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622213A (en) * | 2020-05-26 | 2020-09-04 | 中国十七冶集团有限公司 | Bored concrete pile positioner |
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