CN205822172U - Borehole filling pile cage of reinforcement installation plummer - Google Patents
Borehole filling pile cage of reinforcement installation plummer Download PDFInfo
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- CN205822172U CN205822172U CN201620459755.2U CN201620459755U CN205822172U CN 205822172 U CN205822172 U CN 205822172U CN 201620459755 U CN201620459755 U CN 201620459755U CN 205822172 U CN205822172 U CN 205822172U
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- steel reinforcement
- reinforcement cage
- cage
- filling pile
- suspender
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Abstract
This utility model relates to construction technology of cast-in-place bored field.A kind of borehole filling pile cage of reinforcement installation plummer, including some steel reinforcement cage suspended structures and pedestal, described pedestal is provided with the steel reinforcement cage access aperture on edge along the vertical direction, described steel reinforcement cage suspended structure is fixed in described pedestal, described steel reinforcement cage suspended structure includes that suspender, one end of described suspender extend in described steel reinforcement cage access aperture.This utility model provide a kind of during using steel reinforcement cage suspended structure will not produce the borehole filling pile cage of reinforcement installation plummer of displacement, solve existing borehole filling pile cage of reinforcement apparatus for mounting and transfer steel reinforcement cage suspended structure during steel reinforcement cage and can produce shifting phenomena and the problem that causes steel reinforcement cage can not transfer to setting position exactly.
Description
Technical field
This utility model relates to construction technology of cast-in-place bored field, particularly relates to a kind of borehole filling pile cage of reinforcement and installs
Use plummer.
Background technology
During bored pile construction, it is the important controlling unit in work progress that steel reinforcement cage is transferred, and the most quickly, pacifies
Entirely, the steel reinforcement cage of transferring guaranteed both quality and quantity also is a difficult point.
At present, steel reinforcement cage transfers the following way of general employing: pile foundation hole cleaning completes to possess after transferring steel reinforcement cage condition, cleaning
Place, then open ports transfers steel reinforcement cage, and pile foundation casing surrounding is the most unshielded, or simply lays springboard.Decentralization process
Middle steel reinforcement cage suspend in midair temporarily be typically chosen small-sized just or steel pipe is through steel reinforcement cage.Existing hanging method has the disadvantage in that hole
There is hidden danger in mouth surrounding security protection；Large diameter pile foundation reinforcing bar is closeer, and interim suspention shaped steel cannot pass steel reinforcement cage, if selected
Little shaped steel can not meet again requirement for bearing capacity, and shaped steel is yielding, and loss is big.Twitch back and forth when transferring and delay the time of transferring, and
Heavy many people of needs coordinate；Steel reinforcement cage adds man-hour, steel reinforcement cage stiffening ring not level, only has 2 ~ 3 when using conventional approach suspention
Suspension centre stress, stiffening ring is easy to fall off；Steel reinforcement cage be typically chosen after having transferred steel reinforcement cage hanging steel bar is welded on steel pile casting or
It is suspended on platform with shoulder pole girder, affects subsequent operation；Affect catheter clamp to install；The fragile loss of shaped steel of interim processing or
Diverted by people.Have devised borehole filling pile cage of reinforcement apparatus for mounting to hang for this.In China Patent No. it is
The patent document of 201310531064X i.e. disclose a kind of existing for transferring borehole filling pile cage of reinforcement installation dress
Put.
Borehole filling pile cage of reinforcement apparatus for mounting in this patent document is by designing the interim clamping of several hangings
Realize the suspension to steel reinforcement cage in the upper end of protection cylinder, there is suspension hook during transferring steel reinforcement cage and can produce protection relatively
Cylinder is mobile and causes steel reinforcement cage can not be accurately placed the phenomenon of required position；Can not adjust the most in the horizontal direction
The position of whole steel reinforcement cage；Do not solve the problem of aperture surrounding security protection hidden danger in existing method.
Utility model content
This utility model provide a kind of during using steel reinforcement cage suspended structure will not produce the cast-in-situ bored pile of displacement
Steel reinforcement cage installation plummer, solves existing borehole filling pile cage of reinforcement apparatus for mounting and transfers steel during steel reinforcement cage
The problem that muscle cage suspended structure can produce shifting phenomena and cause steel reinforcement cage can not transfer to setting position exactly.
More than technical problem is that and solved by following technical proposal: a kind of borehole filling pile cage of reinforcement installations carries
Platform, including some steel reinforcement cage suspended structures and pedestal, described pedestal is provided with vertically extending steel reinforcement cage access aperture, described
Steel reinforcement cage suspended structure is fixed in described pedestal, and described steel reinforcement cage suspended structure includes that suspender, one end of described suspender are stretched
Enter in described steel reinforcement cage access aperture.By arranging pedestal, steel reinforcement cage suspended structure is fixed on pedestal, so that reinforcing bar
Cage suspended structure will not produce mobile phenomenon so that steel reinforcement cage can be transferred in base pile hole exactly.
As preferably, described suspender is horizontally extending bar.Simple in construction, stress-bearing capability is good.
As preferably, described steel reinforcement cage suspended structure also includes the support seat being fixed in described pedestal, described suspender edge
The distribution arrangement supporting seat and steel reinforcement cage access aperture is plugged on described support seat movably.When steel reinforcement cage is hung by suspender
After, it is possible to adjust the horizontal level of steel reinforcement cage by moving horizontally suspender.Overcome adjustment steel reinforcement cage in prior art
Position is to the problem of inconvenience during required position.
As preferably, described suspender stretches into one end of described steel reinforcement cage access aperture and is provided with block.Adjust the water of steel reinforcement cage
During mean place, draw steel reinforcement cage to realize by block hook in the horizontal direction, further increase side when adjusting steel reinforcement cage position
Just property.
As preferably, the other end of described suspender also is provided with described block, described block can stop described suspender from
Deviate from described support seat.When being prevented from not using, suspender comes off and loses.
As preferably, described suspender gauge along the vertical direction be 5 times of gauge in the horizontal direction with
On.So suspender can be designed as horizontal direction width dimensions on the premise of the intensity ensureing suspender relatively thin, thus
When making the reinforcing bar of steel reinforcement cage close, suspender can conveniently insert.
As preferably, described pedestal is rectangular frame structure, and the inner space of rectangular frame structure constitutes described steel reinforcement cage
Access aperture.Simple in construction, easy to make.
As preferably, 4 corners of described steel reinforcement cage access aperture are designed with protective plate.Solve aperture in existing method
The problem that surrounding security protection exists hidden danger.
As preferably, described protective plate is arc-shaped edges towards the side at described steel reinforcement cage access aperture center, and steel reinforcement cage enters
The described arc-shaped edges of the protective plate of 4 corners in hole is concentric.Enable on the premise of not interfering steel reinforcement cage to enter so that anti-
The zone of protection of backplate maximizes.Safety is more preferable.
As preferably, described steel reinforcement cage suspended structure has 4, and 4 described steel reinforcement cage suspended structures are distributed in described reinforcing bar
Four sides, left and right before and after cage access aperture.When solving steel reinforcement cage stiffening ring not level, when using conventional approach suspention, stiffening ring is easy
The problem come off.
This utility model has an advantage that installation is simple, quick, and accurate positioning is difficult to move, it is easy to turnover；Steel reinforcement cage
Suspend in midair simple and safe reliably, pedestal is unlikely to deform；It is capable of outside aperture totally-enclosed, operates safety.
Accompanying drawing explanation
Fig. 1 is perspective view of the present utility model.
Fig. 2 is schematic top plan view during this utility model use state.
In figure: pedestal 1, channel-section steel 11, steel reinforcement cage access aperture 12, protective plate 13, protective plate are towards steel reinforcement cage access aperture center
Side 131, steel reinforcement cage suspended structure 3, support seat 31, suspender 32, block 321, pile foundation hole 4, pile foundation casing 41, steel reinforcement cage
42, perpendicular reinforcing bar 421, steel reinforcement cage stiffening ring 422.
Detailed description of the invention
With embodiment, this utility model is further described below in conjunction with the accompanying drawings.
Seeing Fig. 1, a kind of borehole filling pile cage of reinforcement installation plummer, including pedestal 1 and 4 steel reinforcement cage suspended structures
3。
Pedestal 1 is the rectangular frame structure being welded by 4 channel-section steels 11.The inner space of rectangular frame structure constitutes square
The steel reinforcement cage access aperture 12 of shape.Steel reinforcement cage access aperture 12 edge along the vertical direction.4 corners of steel reinforcement cage access aperture 12 are designed with
Protective plate 13.Protective plate is arc-shaped edges towards the side 131 at steel reinforcement cage access aperture center.The protective plate of 4 pieces of protective plates 13 towards
With one heart, i.e. the arc-shaped edges of block protective plate 13 is positioned on same circumference the side 131 at steel reinforcement cage access aperture center.
4 steel reinforcement cage suspended structures 3 are distributed in four sides, left and right before and after steel reinforcement cage access aperture 12.Steel reinforcement cage suspended structure 3
Including supporting seat 31 and suspender 32.Support seat 31 to weld together with pedestal 1.Suspender 32 is horizontally extending
Bar.Suspender 32 is plugged on support seat 31 movably along the distribution arrangement supporting seat and steel reinforcement cage access aperture.Suspender 32
Stretch into one end of steel reinforcement cage access aperture 12 and the one end away from steel reinforcement cage access aperture 12 and be designed with block 321.Block 321 can stop
Suspender 32 is from supporting to deviate from seat 31.Suspender 32 gauge along the vertical direction is gauge in the horizontal direction
More than 5 times.One end of suspender 32 can extend in steel reinforcement cage access aperture 12.
See Fig. 2, during use, pedestal 1 is shelved on pile foundation hole 4 and adjusts pedestal 1 to being in level and reinforcing bar
Cage access aperture 12 is alignd with pile foundation hole 4.Steel reinforcement cage 42 in the pile foundation casing 41 that will be built in pile foundation hole 4 is suspended on four simultaneously
On the suspender 32 of individual steel reinforcement cage suspended structure 3.Steel reinforcement cage 42 includes that perpendicular reinforcing bar 421 and steel reinforcement cage stiffening ring 422 are constituted.Reinforcing bar
Cage 42 is by being inserted from two adjacent perpendicular reinforcing bars 421, then make steel reinforcement cage stiffening ring 422 hang over suspension by suspender 42
Suspension is realized on part 32.Steel reinforcement cage 42 hang good after according to having measured the off normal data of pile foundation casing 41, hanged by level
Suspension member 32 moves horizontally steel reinforcement cage 42 to steel reinforcement cage 42 center to designing at stake position.
Claims (10)
1. a borehole filling pile cage of reinforcement installation plummer, including some steel reinforcement cage suspended structures, it is characterised in that also wrap
Including pedestal, described pedestal is provided with vertically extending steel reinforcement cage access aperture, and described steel reinforcement cage suspended structure is fixed in described
Pedestal, described steel reinforcement cage suspended structure includes that suspender, one end of described suspender extend in described steel reinforcement cage access aperture.
Borehole filling pile cage of reinforcement installation plummer the most according to claim 1, it is characterised in that described suspender is
Horizontally extending bar.
Borehole filling pile cage of reinforcement installation plummer the most according to claim 2, it is characterised in that described steel reinforcement cage hangs
Hanging hang structure also includes the support seat being fixed in described pedestal, and described suspender is along supporting seat and the distribution arrangement of steel reinforcement cage access aperture
It is plugged on movably on described support seat.
Borehole filling pile cage of reinforcement installation plummer the most according to claim 3, it is characterised in that described suspender is stretched
The one end entering described steel reinforcement cage access aperture is provided with block.
Borehole filling pile cage of reinforcement installation plummer the most according to claim 4, it is characterised in that described suspender
The other end also is provided with described block, and described block can stop described suspender to be deviate from from described support seat.
6. according to the borehole filling pile cage of reinforcement installation plummer described in Claims 2 or 3, it is characterised in that described suspension
Part gauge along the vertical direction is more than 5 times of gauge in the horizontal direction.
7. according to the borehole filling pile cage of reinforcement installation plummer described in claim 1 or 2 or 3, it is characterised in that described
Seat is rectangular frame structure, and the inner space of rectangular frame structure constitutes described steel reinforcement cage access aperture.
Borehole filling pile cage of reinforcement installation plummer the most according to claim 7, it is characterised in that described steel reinforcement cage enters
4 corners of hand-hole are designed with protective plate.
Borehole filling pile cage of reinforcement installation plummer the most according to claim 8, it is characterised in that described protective plate court
Side to described steel reinforcement cage access aperture center is arc-shaped edges, the described circular arc of the protective plate of 4 corners of steel reinforcement cage access aperture
Limit is concentric.
10. according to the borehole filling pile cage of reinforcement installation plummer described in claim 1 or 2 or 3, it is characterised in that described
Steel reinforcement cage suspended structure has 4, and 4 described steel reinforcement cage suspended structures are distributed in left and right four before and after described steel reinforcement cage access aperture
Side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620459755.2U CN205822172U (en) | 2016-05-19 | 2016-05-19 | Borehole filling pile cage of reinforcement installation plummer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620459755.2U CN205822172U (en) | 2016-05-19 | 2016-05-19 | Borehole filling pile cage of reinforcement installation plummer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822172U true CN205822172U (en) | 2016-12-21 |
Family
ID=57558493
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620459755.2U Active CN205822172U (en) | 2016-05-19 | 2016-05-19 | Borehole filling pile cage of reinforcement installation plummer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822172U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661048A (en) * | 2018-07-16 | 2018-10-16 | 中交公局第三工程有限公司 | Integrated dedicated positioning device for river pile foundation steel bar cage and steel pile casting |
| CN114606967A (en) * | 2022-04-22 | 2022-06-10 | 中建市政工程有限公司 | Underwater pile foundation slurry auxiliary device and construction method |
-
2016
- 2016-05-19 CN CN201620459755.2U patent/CN205822172U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661048A (en) * | 2018-07-16 | 2018-10-16 | 中交公局第三工程有限公司 | Integrated dedicated positioning device for river pile foundation steel bar cage and steel pile casting |
| CN114606967A (en) * | 2022-04-22 | 2022-06-10 | 中建市政工程有限公司 | Underwater pile foundation slurry auxiliary device and construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |