CN203530983U - Regulating and control device for driving large building basement piles - Google Patents
Regulating and control device for driving large building basement piles Download PDFInfo
- Publication number
- CN203530983U CN203530983U CN201320559159.8U CN201320559159U CN203530983U CN 203530983 U CN203530983 U CN 203530983U CN 201320559159 U CN201320559159 U CN 201320559159U CN 203530983 U CN203530983 U CN 203530983U
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- Prior art keywords
- regulating
- control device
- adjusting
- support
- adjusting screw
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- Expired - Fee Related
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- 230000001105 regulatory effect Effects 0.000 title abstract description 20
- 238000010276 construction Methods 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 abstract description 7
- 239000010959 steel Substances 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 210000000056 organ Anatomy 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
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Abstract
The utility model provides a regulating and control device for driving large building basement piles. The regulating and control device comprises a regulating support of a square frame structure. A flange plate is fixed to a middle frame of the regulating support. Regulating lead screws are arranged on the four corners of the regulating support. Cranks are arranged at the upper ends of the regulating lead screws. The two sides of the middle of the regulating support are respectively provided with a level gauge box. A check block is arranged on the regulating support and adjacent to the flange plate. The regulating and control device has the advantages that if the pore-forming perpendicularity is controlled to 1/200, the regulating and control device is used for perpendicularity regulating of supporting columns, steel tube supporting columns and other columns with large rigidity; operability is high, the regulating support and the upper regulating lead screws, the flange plate and lower original joist steel of the regulating support are all connected together through ordinary bolts, and the regulating and control device is convenient to demount and mount and can be conveniently and quickly mounted on a construction site; the regulating and control device is economical, practical, simple and environmentally friendly, external power is not needed, four points can be adjusted to be level only through simple cranking, and then the perpendicularity of the piles and the columns is controlled.
Description
Technical field
The utility model relates to the regulation device of the use of driving piles, especially a kind of regulation device of heavy construction basement pile piling use.
Background technology
At present, along with developing rapidly of construction business, the main body high-rise, super highrise building has become urban architecture engineering construction, high-rise building is generally all provided with basement.Highrise building and large common facility generally adopt that globality is strong, supporting capacity is high and can meet building allowable strain requirement raft foundation or with the raft foundation of pile foundation.
Along with the development of highrise building, the underground construction of deep foundation multi-storey basement, has brought many difficult problems to construction technology.Although the method for deep foundation supporting construction has a lot, each pattern foundation pit supporting structure has applicable elements separately and certain limitation.Especially there is reverse construction support column vertical adjustment problem, general heavy construction basement pile requires regulation support column misalignment of axe to be controlled in 20mm by the verticality exposing, verticality is controlled in 1/300, otherwise when load-bearing, can increase additional bending moment and difficulty occurs when external wrapping concrete.The generally conventional following several method of reverse construction support column vertical adjustment: air-bag method, calibrated mount method and pilot sleeve method.Adopt calibrated mount method to solve the problem that air-bag method expense is high and air bag is easily scratched.
Summary of the invention
In order to solve heavy construction basement support column vertical adjustment problem, the purpose of this utility model is to provide a kind of regulation device of heavy construction basement pile piling use, is beneficial in the verticality of heavy construction basement support column precisely controlled.
Problem for achieving the above object, the technical scheme that the utility model adopts is to provide a kind of regulation device of heavy construction basement pile piling use, wherein: this structure includes the adjusting pole of quadra structure, in the middle frame of adjusting pole, be fixed with flange, four jiaos of adjusting pole are provided with adjusting screw, and adjusting screw upper end is provided with crank, on the both sides at adjusting pole middle part, are fixed with respectively level gauge box, block is located on adjusting pole, adjacent with flange.
The beneficial effects of the utility model are:
1. if become hole perpendicularity to be controlled at 1/200, for the vertical adjustment of the larger support column of rigidity (steel pipe props up organ timbering etc.).
2. workable, adjustment rack all links together by plain bolt with adjusting screw, flange and the original i iron of adjustment rack below above, and easy accessibility, is convenient to install fast on-site.
3. economic and practical, be applicable to the vertical adjustment of the support column that rigidity is larger (steel pipe props up organ timbering etc.), if rigidity little (as lattice column etc.), while applying moment of torsion on top support column flexural deformation excessive, be unfavorable for the vertical adjustment of support column.
4. simple environmental protection, this regulation device does not need exterior power, only by hand simply, just four points can be regulated to level, thereby control the verticality of stake (post).
Accompanying drawing explanation
Fig. 1 is the front view of piling regulation device of the present utility model;
Fig. 2 is the top view of piling regulation device of the present utility model;
Fig. 3 is the structure chart of adjusting screw of the present utility model.
In figure:
1, crank 2, adjusting pole 3, adjusting screw 4, level gauge box
5, flange 6, block
The specific embodiment
Below in conjunction with accompanying drawing, the regulation device structure of heavy construction basement pile piling use of the present utility model is illustrated.
As shown in Figure 1, 2, 3, the regulation device that heavy construction basement pile of the present utility model is used, this structure includes crank 1, adjusting screw 3, level gauge box 4, flange 5 and adjustment rack 2 and consists of a quadra structure, and can be shaken and be regulated the height of four points of quadra to control four level gauge box 4 maintenance levels by crank 1, thereby it be vertical to control casing.
The regulation device structure that described heavy construction basement pile is used includes the adjusting pole 2 of quadra structure, in the middle frame of adjusting pole 2, be fixed with flange 5, four jiaos of adjusting pole 2 are provided with adjusting screw 3, adjusting screw 3 upper ends are provided with crank 1, on the both sides at adjusting pole 2 middle parts, be fixed with respectively level gauge box 4, block 6 is located on adjusting pole 2, adjacent with flange 5.
Described adjusting screw 3 includes adjusting supporting leg, regulates supporting leg to be connected with adjusting pole 2 by bolt and is located at the bottom of adjusting screw 3, and the bearing being located on adjusting screw 3 is connected with adjusting pole 2, and coordinates with the spherical support being located on adjusting supporting leg; Crank 1 is by being located at bearing on adjusting screw 3 together with spherical support and connection.
The thickness of described flange 5 is the annulus of 20mm, external diameter 2028mm, internal diameter 1758mm, after the cutting of employing Q235B general steel plate, makes.Level gauge box 4 is bolted on adjustment rack 2.Block 6 is that the Q235B general steel plate cutting that the thick 100mm of 20mm is high forms.
Described adjusting pole is to be welded by 200 * 102 * 9 i iron and 100 * 48 * 5.3 channel-section steel, as the prop carrier of whole device.
Claims (3)
1. the regulation device of heavy construction basement pile piling use, it is characterized in that: this structure includes the adjusting pole (2) of quadra structure, in the middle frame of adjusting pole (2), be fixed with flange (5), four jiaos of adjusting pole (2) are provided with adjusting screw (3), adjusting screw (3) upper end is provided with crank (1), on the both sides at adjusting pole (2) middle part, be fixed with respectively level gauge box (4), it is upper that block (6) is located at adjusting pole (2), adjacent with flange (5).
2. the regulation device of heavy construction basement pile according to claim 1 piling use, it is characterized in that: described adjusting screw (3) includes adjusting supporting leg, regulate supporting leg to be connected with adjusting pole (2) by bolt and be located at the bottom of adjusting screw (3), the bearing being located on adjusting screw (3) is connected with adjusting pole (2), and coordinates with the spherical support being located on adjusting supporting leg; Crank (1) is by being located at bearing on adjusting screw (3) together with spherical support and connection.
3. the regulation device of heavy construction basement pile piling use according to claim 1, is characterized in that: the thickness of described flange (5) is the annulus of 20mm, external diameter 2028mm, internal diameter 1758mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320559159.8U CN203530983U (en) | 2013-09-10 | 2013-09-10 | Regulating and control device for driving large building basement piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320559159.8U CN203530983U (en) | 2013-09-10 | 2013-09-10 | Regulating and control device for driving large building basement piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203530983U true CN203530983U (en) | 2014-04-09 |
Family
ID=50417208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320559159.8U Expired - Fee Related CN203530983U (en) | 2013-09-10 | 2013-09-10 | Regulating and control device for driving large building basement piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203530983U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593261A (en) * | 2019-06-17 | 2019-12-20 | 上海建工二建集团有限公司 | Vertically supporting pile vertical adjustment platform and construction method |
-
2013
- 2013-09-10 CN CN201320559159.8U patent/CN203530983U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593261A (en) * | 2019-06-17 | 2019-12-20 | 上海建工二建集团有限公司 | Vertically supporting pile vertical adjustment platform and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140409 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |