CN205839756U - A kind of detachable pile frame for anchor rod static pressure pile structure - Google Patents
A kind of detachable pile frame for anchor rod static pressure pile structure Download PDFInfo
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- CN205839756U CN205839756U CN201620762413.8U CN201620762413U CN205839756U CN 205839756 U CN205839756 U CN 205839756U CN 201620762413 U CN201620762413 U CN 201620762413U CN 205839756 U CN205839756 U CN 205839756U
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- Prior art keywords
- static pressure
- anchor rod
- crossbeam
- column
- detachable
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- 230000003068 static effect Effects 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 239000000725 suspension Substances 0.000 claims abstract description 21
- 239000007787 solid Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
This utility model relates to a kind of detachable pile frame for anchor rod static pressure pile structure, belongs to construction engineering technical field.A kind of detachable pile frame for anchor rod static pressure pile structure, for symmetrical structure, including two the box bases being symmetrical set, before and after the upper surface of each box base, symmetry protrudes out a pair suspension column, at the top of each suspension column, steel column is installed, branch sleeve it is cased with respectively outside the junction of every root type steel column and suspension column, all carry out running through connection by pin between described branch sleeve and steel column and between branch sleeve and suspension column, top shelf at four root type steel columns has crossbeam, the two ends of described crossbeam are clipped in the centre at the top of symmetrical two pairs of steel columns respectively, and all carry out running through being connected by pin between every one end of crossbeam with the two root type steel columns being sandwiched centre.
Description
Technical field
This utility model relates to construction engineering technical field, ties particularly to a kind of detachable pile frame for anchor rod static pressure pile
Structure.
Background technology
Anchor jacked pile is a kind of construction method that anchor pole and static press piling are combined and formed.During construction, first exist
Digging (or reserved) piling hole on the basis of building, plant anchor pole (or pre-buried) by structure glue, then install reaction frame, utilization is built
Build thing from recast counter-force, with jack, piling bar or Prefabricated Concrete stake are pressed in soil piecemeal.When pile driving pressure, compression distance reach design
After requirement, stake is linked together with basis, reach improve foundation bearing capacity and control the purpose of building settlement.
In recent years, along with the increasing of building, the rise of reconstruction and extension project and the increase of qualitative problems of construction, more and more
Requirement of engineering uses large-tonnage anchor jacked pile to carry out correcting and then reinforcing.According to the pile driving frame of traditional design, anti-for meeting piling
Power requirement, its size and weight all should increase a lot, are inconvenient to shift during site operation, and stress collection easily occurs in pile frame root
In, cause local failure.
Utility model content
The purpose of this utility model is for the problems referred to above, it is provided that a kind of detachable pile frame for anchor rod static pressure pile is tied
Structure, can meet large-tonnage piling bearing capacity demand, and mobile installation fast power-saving, effectively save piling duration.
The purpose of this utility model is achieved in that
A kind of detachable pile frame for anchor rod static pressure pile structure, it is characterised in that described pile frame is symmetrical structure, including left and right
Symmetrically arranged two box bases, before and after the upper surface of each box base, symmetry protrudes out a pair suspension column, at each post
The top of foot is provided with steel column, is cased with branch sleeve, described adapter sleeve outside the junction of every root type steel column and suspension column respectively
All carry out running through connection by pin, at the top of four root type steel columns between cylinder and steel column and between branch sleeve and suspension column
Frame has crossbeam, the two ends of described crossbeam to be clipped in the centre at top of symmetrical two pairs of steel columns respectively, and crossbeam is each
All carry out running through being connected by pin between the two root type steel columns held and be sandwiched centre.
Wherein, described box base offering the bolthole that some and on base plate anchor poles are corresponding, described anchor pole is inserted
Enter in the bolthole of box base, use nut and pad to be fixed on anchor pole by box base.
Wherein, described suspension column and crossbeam all use square steel to make.
Wherein, described pin uses solid steel ingot to make.
Wherein, described box base uses Plate Welding to form.
Wherein, the lower surface of described crossbeam is provided with hoist hitch point.
The beneficial effects of the utility model are: this pile frame for anchor rod static pressure pile structure uses split-type design, each structure after dismounting
Part weight is relatively light, conveniently shifts, and uses high strength steel, and position of boxing out suspension column anchor pole is optimized, it is to avoid
Stress concentrates the local failure caused, and meets large-tonnage piling demand.
Accompanying drawing explanation
Fig. 1 is front elevation view of the present utility model.
Fig. 2 is side elevational view of the present utility model.
Fig. 3 is box bed plane graph of the present utility model.
Fig. 4 is the A-A profile of Fig. 3.
Detailed description of the invention
Below in conjunction with specific embodiments and the drawings, this utility model is expanded on further.
As Figure 1-Figure 4, a kind of detachable pile frame for anchor rod static pressure pile structure, for symmetrical structure, including symmetrical
Two the box bases 3 arranged, offer the bolthole 4 that some and on base plate anchor poles 9 are corresponding, institute on box base 3
State in the bolthole 4 that anchor pole 9 inserts box base 3, use nut 10 and pad 11 to be fixed on anchor pole 9 by box base 3.?
Before and after the upper surface of each box base 3, symmetry protrudes out a pair suspension column 5, is provided with steel column 1 at the top of each suspension column 5,
Outside the junction of every root type steel column 1 and suspension column 5, be cased with branch sleeve 2 respectively, between described branch sleeve 2 and steel column 1 with
And all carry out running through connection by pin 6 between branch sleeve 2 and suspension column 5.Top shelf at four root type steel columns 1 has crossbeam 7,
The two ends of described crossbeam 7 are clipped in the centre at the top of symmetrical two pairs of steel columns 1 respectively, and every one end of crossbeam 7 with will
All carry out running through connection by pin 6 between its two root type steel columns 1 being clipped in the middle.Lower surface at crossbeam 7 is provided with hoist
Hitch point 8.
During this use is novel, suspension column 5 and crossbeam 7 all use square steel to make, and pin 6 uses solid steel ingot to make, at the bottom of box
Seat 3 uses Plate Welding to form, and the strength of materials is high-strength steel.
Specific implementation process is as follows: first plant anchor pole 9 on base plate according to the position of the bolthole 4 on box base 3,
After anchor pole 9 pulling test strength reaches design load, anchor pole 9 is inserted in the bolthole 4 of box base 3, stretch out bolthole at anchor pole 9
The part set upper cap nut 10 of 4 and pad 11, be fixed on box base 3 on anchor pole 9；Then steel column 1 and suspension column 5 are passed through pin
Son 6 and branch sleeve 2 are attached, and finally set up crossbeam 7 on the top of steel column 1.
Referring to the drawings design and the embodiment of this utility model purpose is elaborated with above-described embodiment, but
Those skilled in the art will realize that under the precondition limiting scope without departing from claim, the most permissible
This utility model is made various modifications and variations, such as: suspension column and the connected mode etc. of steel column, therefore repeat the most one by one at this.
Claims (6)
1. a detachable pile frame for anchor rod static pressure pile structure, it is characterised in that described pile frame is symmetrical structure, right including left and right
Claiming two the box bases (3) arranged, before and after the upper surface of each box base (3), symmetry protrudes out a pair suspension column (5),
The top of each suspension column (5) is provided with steel column (1), the company of being cased with respectively outside the junction of every root type steel column (1) and suspension column (5)
Female connector cylinder (2), all passes through pin between described branch sleeve (2) and steel column (1) and between branch sleeve (2) and suspension column (5)
Son (6) carries out running through connection, and the top shelf at four root type steel columns (1) has crossbeam (7), the two ends of described crossbeam (7) to be clipped in respectively
The centre at the top of symmetrical two pairs of steel columns (1), and every one end of crossbeam (7) and be sandwiched centre two root type steel
All carry out running through connection by pin (6) between post (1).
One the most according to claim 1 detachable pile frame for anchor rod static pressure pile structure, it is characterised in that at the bottom of described box
Offering the bolthole (4) that some and on base plate anchor poles (9) are corresponding on seat (3), described anchor pole (9) inserts box base
(3), in bolthole (4), nut (10) and pad (11) is used to be fixed on anchor pole (9) by box base (3).
One the most according to claim 1 detachable pile frame for anchor rod static pressure pile structure, it is characterised in that described suspension column
And crossbeam (7) all uses square steel to make (5).
One the most according to claim 1 detachable pile frame for anchor rod static pressure pile structure, it is characterised in that described pin
(6) solid steel ingot is used to make.
One the most according to claim 1 detachable pile frame for anchor rod static pressure pile structure, it is characterised in that at the bottom of described box
Seat (3) uses Plate Welding to form.
One the most according to claim 1 detachable pile frame for anchor rod static pressure pile structure, it is characterised in that described crossbeam
(7) lower surface is provided with hoist hitch point (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620762413.8U CN205839756U (en) | 2016-07-19 | 2016-07-19 | A kind of detachable pile frame for anchor rod static pressure pile structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620762413.8U CN205839756U (en) | 2016-07-19 | 2016-07-19 | A kind of detachable pile frame for anchor rod static pressure pile structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205839756U true CN205839756U (en) | 2016-12-28 |
Family
ID=57625718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620762413.8U Active CN205839756U (en) | 2016-07-19 | 2016-07-19 | A kind of detachable pile frame for anchor rod static pressure pile structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205839756U (en) |
-
2016
- 2016-07-19 CN CN201620762413.8U patent/CN205839756U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 202150 Xiushan Road 258, Chongming Industrial Park, Chongming County, Shanghai Patentee after: Shanghai Survey, Design and Research Institute (Group) Co.,Ltd. Country or region after: China Address before: 202150 Xiushan Road 258, Chongming Industrial Park, Chongming County, Shanghai Patentee before: SHANGHAI GEOTECHNICAL INVESTIGATIONS & DESIGN INSTITUTE Co.,Ltd. Country or region before: China |