CN207904914U - A kind of anti-floating constructing structure of filling pile cage of reinforcement - Google Patents
A kind of anti-floating constructing structure of filling pile cage of reinforcement Download PDFInfo
- Publication number
- CN207904914U CN207904914U CN201820100244.0U CN201820100244U CN207904914U CN 207904914 U CN207904914 U CN 207904914U CN 201820100244 U CN201820100244 U CN 201820100244U CN 207904914 U CN207904914 U CN 207904914U
- Authority
- CN
- China
- Prior art keywords
- reinforcement
- filling pile
- pile cage
- gag lever
- lever post
- 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.)
- Expired - Fee Related
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 79
- 238000007667 floating Methods 0.000 title claims abstract description 17
- 239000004567 concrete Substances 0.000 claims abstract description 27
- 239000002689 soil Substances 0.000 claims description 16
- 238000009434 installation Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 238000005266 casting Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of anti-floating constructing structures of filling pile cage of reinforcement, including the filling pile cage of reinforcement being vertically plugged in the stake holes of bored concrete pile and the limiting device limited to filling pile cage of reinforcement；The filling pile cage of reinforcement is coaxially laid with stake holes, and the filling pile cage of reinforcement bottom is laid in stake holes bottom, is extend out at the top of the filling pile cage of reinforcement on the outside of stake holes；The limiting device includes the gag lever post for binding the limit stirrup on filling pile cage of reinforcement and being pressed in above limit stirrup；The limit stirrup is laid in plane residing for stake holes aperture, and through filling pile cage of reinforcement and horizontal above stake holes aperture, the both ends of the gag lever post are separately fixed on the ground of stake holes aperture both sides the gag lever post.The utility model is limited the position of limit stirrup using gag lever post, indirectly limits the position of filling pile cage of reinforcement, solve the problems, such as that filling pile cage of reinforcement moves up when concrete pouring construction by that will limit in stirrup binding to filling pile cage of reinforcement.
Description
Technical field
The utility model belongs to reinforced concrete pile technical field of construction more particularly to a kind of anti-floating of filling pile cage of reinforcement
Constructing structure.
Background technology
Deposited reinforced concrete pile is a kind of directly pore-forming on the spot on stake position at the scene, then in hole casting concrete or
Steel reinforcement cage stake made of casting concrete again is placed, compared with sinking to the hammering method in stake, construction noise and vibrations are much smaller,
And the more stakes bigger than the diameter of prefabricated pile can be usually built, it can be used on various grounds.
Borehole is first carried out when construction, then launches steel reinforcement cage, and carry out slip casting, but during slip casting, it is non-elongated to set
The steel reinforcement cage set, at filling concrete to steel reinforcement cage bottom, concreting excessive velocities, what steel reinforcement cage generated in concrete
When buoyancy and concrete rise the jacking force generated more than steel reinforcement cage dead weight, rising of steel cage is generated, and mud balance is excessively high,
Increase mud pop-up buoyancy；On the other hand closely pre-hardening since the concrete duration of pouring is longer, concrete surface solidification mixes
Solidifying soil will upwards be jacked after having certain bond stress, concrete to be routed up from conduit with steel reinforcement cage with certain speed, while also be driven
Steel reinforcement cage moves up.
Utility model content
The technical problem to be solved by the utility model is to the deficiencies in for the above-mentioned prior art, provide a kind of perfusion
The anti-floating constructing structure of pile cages is limited using gag lever post and is limited by that will limit in stirrup binding to filling pile cage of reinforcement
The position of stirrup indirectly limits the position of filling pile cage of reinforcement, filling pile cage of reinforcement when solving concrete pouring construction
The problem of moving up.
In order to solve the above technical problems, the technical solution adopted in the utility model is：A kind of anti-floating of filling pile cage of reinforcement
Constructing structure, it is characterised in that：Including the filling pile cage of reinforcement being vertically plugged in the stake holes of bored concrete pile and to bored concrete pile reinforcing bar
The limiting device that cage is limited；The filling pile cage of reinforcement is coaxially laid with stake holes, and the filling pile cage of reinforcement bottom is laid
It is extend out at the top of stake holes bottom, the filling pile cage of reinforcement on the outside of stake holes；The limiting device includes binding in bored concrete pile
Limit stirrup on steel reinforcement cage and the gag lever post being pressed in above limit stirrup；The limit stirrup is laid in residing for stake holes aperture and puts down
On face, the gag lever post through filling pile cage of reinforcement and horizontal above stake holes aperture, fix respectively by the both ends of the gag lever post
On the ground of stake holes aperture both sides.
A kind of anti-floating constructing structure of above-mentioned filling pile cage of reinforcement, it is characterised in that：The both ends of the gag lever post are logical
It crosses soil nailing to be fixed on ground, the limit boom end offers the vertical hole installed for soil nailing.
A kind of anti-floating constructing structure of above-mentioned filling pile cage of reinforcement, it is characterised in that：It is laid on the gag lever post pair
The clamping device that limit stirrup is clamped, the clamping device includes two clamping units being symmetrically mounted on gag lever post,
Two clamping units are laid in the both sides of limit stirrup respectively.
A kind of anti-floating constructing structure of above-mentioned filling pile cage of reinforcement, it is characterised in that：The clamping unit includes abutting
Gripping block, the vertical screw rod being laid in gripping block on the outside of limit stirrup and the fastening nut with screw rod cooperation installation, institute
State the screw rod mounting hole for offering on gag lever post and being installed for screw rod, the screw rod mounting hole is vertical hole, the fastening nut and
Gripping block is laid in the top and bottom of screw rod mounting hole respectively.
A kind of anti-floating constructing structure of above-mentioned filling pile cage of reinforcement, it is characterised in that：The screw rod mounting hole is along limit
The strip hole that position pole length direction opens up.
A kind of anti-floating constructing structure of above-mentioned filling pile cage of reinforcement, it is characterised in that：The gag lever post is cylindrical bar,
The axis of the gag lever post and the axis perpendicular of filling pile cage of reinforcement and intersection.
The utility model has the following advantages compared with prior art：
1, the utility model indirectly limits the position of filling pile cage of reinforcement using the position of gag lever post limitation limit stirrup
It sets, solves the problems, such as that filling pile cage of reinforcement moves up when concrete pouring construction.
2, the utility model limit stirrup and gag lever post are simple in structure, easy to use, are limited by practice of construction place small.
In conclusion the utility model is limited by that will limit in stirrup binding to filling pile cage of reinforcement using gag lever post
The position for limiting stirrup, indirectly limits the position of filling pile cage of reinforcement, bored concrete pile steel when solving concrete pouring construction
The problem of muscle cage moves up.
Below by drawings and examples, the technical solution of the utility model is described in further detail.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is enlarged drawing at the A of Fig. 1.
Fig. 3 is the vertical view of Fig. 1.
Reference sign:
1-stake holes；2-filling pile cage of reinforcement；3-limit stirrups；
4-gag lever posts；5-grounds；6-soil nailings；
7-gripping blocks；8-screw rods；9-screw rod mounting holes；
10-fastening nuts.
Specific implementation mode
As shown in Figure 1, Figure 2 and Figure 3, the utility model includes the bored concrete pile steel being vertically plugged in the stake holes 1 of bored concrete pile
Muscle cage 2 and the limiting device that filling pile cage of reinforcement 2 is limited；The filling pile cage of reinforcement 2 and the coaxial laying of stake holes 1, institute
It states 2 bottom of filling pile cage of reinforcement and is laid in 1 bottom of stake holes, the top of the filling pile cage of reinforcement 2 extend out to 1 outside of stake holes；Institute
It includes the gag lever post 4 for binding the limit stirrup 3 on filling pile cage of reinforcement 2 and being pressed in above limit stirrup 3 to state limiting device；Institute
It states limit stirrup 3 to be laid in plane residing for 1 aperture of stake holes, the gag lever post 4 is through filling pile cage of reinforcement 2 and horizontal in stake holes
Above 1 aperture, the both ends of the gag lever post 4 are separately fixed on the ground 5 of 1 aperture both sides of stake holes.
In the present embodiment, the limit stirrup 3 is the reinforcing bar being wrapped on filling pile cage of reinforcement 2.
In the present embodiment, the gag lever post 4 is steel pipe fittings.
It should be noted that when practice of construction, limit is bound on filling pile cage of reinforcement 2 according to the depth of stake holes 1 first
One end of gag lever post 4 is horizontally through filling pile cage of reinforcement by stirrup 3 after then filling pile cage of reinforcement 2 is placed in stake holes 1
2, keep gag lever post 4 horizontal on 1 aperture of stake holes, and ensure that gag lever post 4 is pressed in limit stirrup 3 top, then by the both ends of gag lever post 4
It is fixed on the ground 5 of 1 aperture both sides of stake holes.Then the casting concrete into stake holes 1, when filling pile cage of reinforcement 2 is by coagulation
When the buoyancy and concrete generated in soil rises the jacking force generated, because gag lever post 4 is fixed on ground 5, gag lever post 4 is to limit
Stirrup 3 applies buoyancy and jacking force of the counterforce counteraction concrete to steel reinforcement cage, ensures that the position of filling pile cage of reinforcement 2 will not
It changes, the construction quality of bored concrete pile is effectively ensured, after concrete final set, release the fixation at 4 both ends of gag lever post, will limit
The extraction of bar 4 waits for next use.
As shown in figures 1 and 3, in the present embodiment, the both ends of the gag lever post 4 are fixed on by soil nailing 6 on ground 5,
4 end of the gag lever post offers the vertical hole installed for soil nailing 6.
As shown in figures 1 and 3, in the present embodiment, the gag lever post 4 is often held is fixed on ground 5 by three soil nailings 6
On, three soil nailings 6 are laid on the same line along the length direction of gag lever post 4, and three soil nailings 6 are uniformly distributed.
It should be noted that being the advantage that the end of gag lever post 4 is fixed on ground 5 using soil nailing 6, soil nailing 6 is
Component is commonly used in construction, is not only convenient for buying, and convenient for squeezing into the soil body of ground 5, can be conveniently by the end of gag lever post 4
Portion is fixed on ground 5.
As shown in Figure 1, Figure 2 and Figure 3, it in the present embodiment, is laid on the gag lever post 4 and limit stirrup 3 is clamped
Clamping device, the clamping device includes two clamping units being symmetrically mounted on gag lever post 4, and two clampings are single
Member is laid in the both sides of limit stirrup 3 respectively.
It is clamped it should be noted that laying two clamping units by stirrup 3 is limited, can effectively prevent from pouring mixed
The problem of filling pile cage of reinforcement 2 is impacted by slurries and is shaken when solidifying soil.
As shown in Figure 1, Figure 2 and Figure 3, the clamping unit include the gripping block 7 for being connected to limit stirrup 3 outside, it is vertical
The screw rod 8 that is laid in gripping block 7 and fastening nut 10 with the cooperation installation of screw rod 8 are offered for screw rod on the gag lever post 4
The screw rod mounting hole 9 of 8 installations, the screw rod mounting hole 9 are vertical hole, and the fastening nut 10 and gripping block 7 are laid in respectively
The top and bottom of screw rod mounting hole 9.
In the present embodiment, the gripping block 7 is rubber block.
As shown in Figure 1, Figure 2 and Figure 3, the screw rod mounting hole 9 is the strip hole opened up along 4 length direction of gag lever post.
It should be noted that when practice of construction, unscrews fastening nut 10 along 9 sliding screw 8 of screw rod mounting hole, make two folders
Tight block 7 is clamped in the both sides of limit stirrup 3, then tightens fastening nut 10, the position of gripping block 7 is enable to fix, lasting to protect
Handle the clamp position to limiting stirrup 3.When unscrewing fastening nut 10, screw rod 8 can be slided along screw rod mounting hole 9, make two folders
The distance between tight block 7 can adjust, to adapt to the clamping needs of various sizes of limit stirrup 3.
As shown in figure 3, in the present embodiment, the gag lever post 4 is cylindrical bar, the axis and bored concrete pile of the gag lever post 4
The axis perpendicular of steel reinforcement cage 2 and intersection.
It should be noted that ensure the axis of the gag lever post 4 and the axis perpendicular of filling pile cage of reinforcement 2 and intersection,
Ensure that 2 part of filling pile cage of reinforcement of gag lever post 4 both sides is exactly half of filling pile cage of reinforcement 2, bored concrete pile when practice of construction
The active force that steel reinforcement cage 2 can apply by gag lever post 4 ensures that 2 part of filling pile cage of reinforcement of 4 both sides of gag lever post is exactly half
Filling pile cage of reinforcement 2 can reduce the influence that gag lever post 4 is stablized to reducing filling pile cage of reinforcement 2.
The above is only the preferred embodiment of the utility model, not imposed any restrictions to the utility model, every
Any simple modification, change and equivalent structure made by above example are changed according to the utility model technical spirit, still
Belong in the protection domain of technical solutions of the utility model.
Claims (6)
1. a kind of anti-floating constructing structure of filling pile cage of reinforcement, it is characterised in that：Stake holes (1) including being vertically plugged in bored concrete pile
Interior filling pile cage of reinforcement (2) and the limiting device that filling pile cage of reinforcement (2) is limited；The filling pile cage of reinforcement (2)
With the coaxial laying of stake holes (1), filling pile cage of reinforcement (2) bottom is laid in stake holes (1) bottom, the filling pile cage of reinforcement
(2) it is extend out at the top of on the outside of stake holes (1)；The limiting device includes limit stirrup of the binding on filling pile cage of reinforcement (2)
(3) and the gag lever post (4) that is pressed in above limit stirrup (3)；The limit stirrup (3) is laid in plane residing for stake holes (1) aperture
On, the gag lever post (4) is through filling pile cage of reinforcement (2) and horizontal above stake holes (1) aperture, and the two of the gag lever post (4)
End is separately fixed on the ground (5) of stake holes (1) aperture both sides.
2. the anti-floating constructing structure of a kind of filling pile cage of reinforcement described in accordance with the claim 1, it is characterised in that：The gag lever post
(4) both ends are fixed on by soil nailing (6) on ground (5), and gag lever post (4) end is offered installs for soil nailing (6)
Vertical hole.
3. according to a kind of anti-floating constructing structure of filling pile cage of reinforcement as claimed in claim 1 or 2, it is characterised in that：The limit
The clamping device being clamped to limit stirrup (3) is laid on position bar (4), the clamping device is symmetrically mounted on including two
Clamping unit on gag lever post (4), two clamping units are laid in the both sides of limit stirrup (3) respectively.
4. the anti-floating constructing structure of a kind of filling pile cage of reinforcement described in accordance with the claim 3, it is characterised in that：The clamping is single
Member includes the screw rod (8) and and screw rod for being connected to gripping block (7) on the outside of limit stirrup (3), being laid in vertically in gripping block (7)
(8) coordinate the fastening nut (10) of installation, the screw rod mounting hole (9) installed for screw rod (8) offered on the gag lever post (4),
The screw rod mounting hole (9) is vertical hole, and the fastening nut (10) and gripping block (7) are laid in screw rod mounting hole (9) respectively
Top and bottom.
5. the anti-floating constructing structure of a kind of filling pile cage of reinforcement according to claim 4, it is characterised in that：The screw rod peace
It is the strip hole opened up along gag lever post (4) length direction to fill hole (9).
6. according to a kind of anti-floating constructing structure of filling pile cage of reinforcement as claimed in claim 1 or 2, it is characterised in that：The limit
Position bar (4) is cylindrical bar, the axis of the gag lever post (4) and the axis perpendicular of filling pile cage of reinforcement (2) and intersection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820100244.0U CN207904914U (en) | 2018-01-19 | 2018-01-19 | A kind of anti-floating constructing structure of filling pile cage of reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820100244.0U CN207904914U (en) | 2018-01-19 | 2018-01-19 | A kind of anti-floating constructing structure of filling pile cage of reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207904914U true CN207904914U (en) | 2018-09-25 |
Family
ID=63564233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820100244.0U Expired - Fee Related CN207904914U (en) | 2018-01-19 | 2018-01-19 | A kind of anti-floating constructing structure of filling pile cage of reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207904914U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881667A (en) * | 2019-04-15 | 2019-06-14 | 中建一局集团第三建筑有限公司 | Construction platform for pouring cast-in-place pile concrete and construction method thereof |
| CN110241818A (en) * | 2019-06-01 | 2019-09-17 | 天津弘野建设集团有限公司 | Drill-pouring pilework and its construction method |
| CN111877320A (en) * | 2020-07-21 | 2020-11-03 | 湖南北山建设集团股份有限公司 | Integrated construction method for foundation pit support system cast-in-place pile and steel lattice column |
-
2018
- 2018-01-19 CN CN201820100244.0U patent/CN207904914U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881667A (en) * | 2019-04-15 | 2019-06-14 | 中建一局集团第三建筑有限公司 | Construction platform for pouring cast-in-place pile concrete and construction method thereof |
| CN109881667B (en) * | 2019-04-15 | 2024-02-13 | 中建一局集团第三建筑有限公司 | Construction platform for pouring cast-in-place pile concrete and construction method thereof |
| CN110241818A (en) * | 2019-06-01 | 2019-09-17 | 天津弘野建设集团有限公司 | Drill-pouring pilework and its construction method |
| CN111877320A (en) * | 2020-07-21 | 2020-11-03 | 湖南北山建设集团股份有限公司 | Integrated construction method for foundation pit support system cast-in-place pile and steel lattice column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207904914U (en) | A kind of anti-floating constructing structure of filling pile cage of reinforcement | |
| CN105113716B (en) | The many floors of major diameter are high to throw self-compaction steel tube concrete superposed column construction method | |
| CN205735482U (en) | A kind of structure of fixing built-in fitting | |
| CN112523215B (en) | Multi-equipment efficient construction method for carrier pile | |
| CN101942830B (en) | Construction method of combined concrete soil pile with core pile | |
| CN107964944B (en) | Bored concrete pile reinforcement cage assembly and construction method thereof | |
| CN205291219U (en) | Reinforced concrete mould | |
| CN109024654B (en) | Structure of pier pile foundation and construction method thereof | |
| CN208309396U (en) | A kind of bridge pier column overturn-preventing operation platform | |
| CN108487080B (en) | Super-span T-type rigid structure beam side earnestly supports pinner reversed construction method | |
| CN206352340U (en) | Connecting node between precast concrete column and pedestal | |
| CN105696796A (en) | Cantilever scaffold steel girder anchoring method | |
| CN206495520U (en) | A kind of intensive steel muscle portion position concrete auxiliary tamping equipment | |
| CN208088827U (en) | The detachable earth anchor of iron on floor beam | |
| CN209775994U (en) | High strength sculpture structure | |
| CN204589831U (en) | A kind of rc beam bridge girder reinforcing construction | |
| CN216042592U (en) | Exterior wall template structure without fertilizer groove | |
| CN208415984U (en) | A kind of steel column reinforced concrete enveloped ruggedized construction | |
| CN109853730A (en) | A kind of novel precast reinforced concrete frame joint and its method of construction | |
| CN213508431U (en) | Building pile foundation structure | |
| CN205475207U (en) | A construction equipment is pour to exposed basement rock or shallow overburden basement rock | |
| GB2120304A (en) | Forming concrete piles | |
| CN109537586B (en) | Pile with large head | |
| CN113175237A (en) | Building outer wall reinforcing structure and reinforcing method | |
| CN103866763B (en) | Method for making pile by performing pile pressure irrigation through immersed tube and special device and application |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 710003 Xi'an, Lianhu District, Shaanxi, North Street, No. 199 Patentee after: Shaanxi Construction Engineering Group Co.,Ltd. Address before: 710003 Xi'an, Lianhu District, Shaanxi, North Street, No. 199 Patentee before: SHAANXI CONSTRUCTION ENGINEERING GROUP Corp.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180925 |