CN205224125U - Steel -pipe pile hangs down straightness and detects structure - Google Patents
Steel -pipe pile hangs down straightness and detects structure Download PDFInfo
- Publication number
- CN205224125U CN205224125U CN201520892167.3U CN201520892167U CN205224125U CN 205224125 U CN205224125 U CN 205224125U CN 201520892167 U CN201520892167 U CN 201520892167U CN 205224125 U CN205224125 U CN 205224125U
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- pipe pile
- steel
- copper billet
- steel pipe
- monitoring pipe
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model relates to a steel -pipe pile hangs down straightness and detects structure, including the steel -pipe pile and the straightness monitoring pipe that hangs down, it all is equipped with magnetism portion to hang down the upper and lower both ends of one side of straightness monitoring pipe outer wall, and the straightness monitoring pipe that hangs down passes through magnetism portion and connects on the steel -pipe pile inner wall, at inside lift screw assembly, plumb line, copper billet, heavily weight, bar copper and the slope display device of being equipped with of perpendicular monitoring pipe, plumb line one end is fixed on lift screw assembly, and other end connection is heavily weighed down, the copper billet is established on perpendicular monitoring pipe inner wall, the bar copper is in between the copper billet, install the sensor on the copper billet, the sensor is connected with slope display device signal line. The utility model discloses when the steel -pipe pile run -off the straight the and then slope of perpendicular monitoring pipe, bar copper and copper billet contact, the sensor will contact signal transmission to the display device that slopes, realize at the line display incline direction, after judging the run -off the straight orientation, usable correction platform is perpendicular with the steel -pipe pile correction with the jack, has improved the efficiency of construction greatly, has reduced construction cost.
Description
Technical field
The utility model relates to a kind of steel pipe pile, particularly relates to a kind of steel pipe pile measuring for verticality structure, belongs to technical field of building construction.
Background technology
In construction project, it is general for adopting pile foundation construction method to the utmost, no matter stake footpath is much, pile body how long, and its method is simple, and moulding process is comparatively ripe, this stake material generally used is not only identical, and pile body is substantially unchanged, the function singleness of this stake, the load of mainly bearing and support action.At present, in the engineering of building subway station, adopt covered back-digging construction technique, and pile foundation many employings compound pile.Such as compound pile is made up of foundation pile and steel pipe column two parts, foundation pile part and above-mentioned introduction similar, and steel pipe column inserts steel pipe, then fluid concrete in steel pipe, require foundation pile concentric with steel pipe column and vertical, steel pipe column not only wants bearing load, be again the column of underground structure, will become the ingredient of underground structure, its every floor plate is all connected with steel pipe column, therefore, how to ensure foundation pile concentric with steel pipe column and vertical be key in constructing.
Utility model content
The technical problems to be solved in the utility model overcomes the deficiencies in the prior art, and the utility model provides a kind of steel pipe pile measuring for verticality structure, when guaranteeing that steel pipe pile, castinplace pile connect with one heart, makes the verticality of steel pipe column and castinplace pile reach designing requirement.
For achieving the above object, the technical solution adopted in the utility model is: a kind of steel pipe pile measuring for verticality structure, and comprise steel pipe pile, described steel pipe pile is installed in foundation ditch, also comprises verticality monitoring pipe; The two ends up and down of the side of described verticality monitoring pipe outer wall are equipped with magnetic portion, and this verticality monitoring pipe is connected on steel pipe pile inwall by magnetic portion; Be provided with lifting screw assembly, vertical line, copper billet in described vertical monitoring pipe inside, heavily fall and inclination display unit; Described vertical line one end is fixed on lifting screw assembly, and other end connection heavily falls; On this vertical line, be in the top heavily fallen and be provided with copper rod; Described copper billet ringwise shape is arranged on vertical monitoring pipe inwall; Described copper rod is between copper billet; Described copper billet is provided with sensor, and described sensor is connected with inclination display unit holding wire.
Due to the utilization of technique scheme, the utility model compared with prior art has following advantages:
The steel pipe pile measuring for verticality structure of the utility model scheme, after steel pipe pile squeezes into foundation ditch, vertical monitoring pipe is inserted in steel pipe pile, and be connected on steel pipe pile inwall by the magnetic portion of vertical monitoring pipe, if the vertical monitoring pipe of steel pipe pile run-off the straight and then tilts, copper rod contacts with copper billet, this activation signal is transferred to inclination display unit by sensor, realize real-time online display incline direction, after judging run-off the straight direction, dressing plate can be utilized to correct vertical with jack by steel pipe pile, substantially increase efficiency of construction, reduce construction cost.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, technical solutions of the utility model are described further:
Accompanying drawing 1 is the structural representation of steel pipe pile measuring for verticality structure of the present utility model;
Accompanying drawing 2 is the heeling condition structural representation of steel pipe pile measuring for verticality structure of the present utility model.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the utility model is described in further detail.
Described in the utility model a kind of steel pipe pile measuring for verticality structure as shown in Figure 1, comprise steel pipe pile 1 and verticality monitoring pipe 2, described steel pipe pile 1 is installed in foundation ditch 3; The two ends up and down of the side of described verticality monitoring pipe 2 outer wall are equipped with magnetic portion 4, and this verticality monitoring pipe 2 is connected on steel pipe pile 1 inwall by magnetic portion 4; Be provided with lifting screw assembly 5, vertical line 6, copper billet 7 in described vertical monitoring pipe 2 inside, heavily fall 8 and inclination display unit 11; Described vertical line 6 one end is fixed on lifting screw assembly 5, and other end connection heavily falls 8; On this vertical line 6, the top being in heavily pendant 8 is provided with copper rod 9; Described copper billet 7 ringwise shape is arranged on vertical monitoring pipe 2 inwall; Described copper rod 9 is between copper billet 7; Described copper billet 7 is provided with sensor 10, and described sensor 10 is connected with inclination display unit 11 holding wire.
After steel pipe pile 1 squeezes into foundation ditch 3, vertical monitoring pipe 2 is inserted in steel pipe pile 1, and be connected on steel pipe pile 1 inwall by the magnetic portion 4 of vertical monitoring pipe 2, as shown in Figure 2, if the vertical monitoring pipe 2 of steel pipe pile 1 run-off the straight and then tilts, copper rod 9 contacts with copper billet 7, this activation signal is transferred to inclination display unit 11 by sensor 10, realize real-time online display incline direction, after judging run-off the straight direction, dressing plate can be utilized to correct vertical with jack by steel pipe pile, substantially increase efficiency of construction, reduce construction cost.
Below be only embody rule example of the present utility model, protection domain of the present utility model is not constituted any limitation.The technical scheme that all employing equivalents or equivalence are replaced and formed, all drops within the utility model rights protection scope.
Claims (1)
1. a steel pipe pile measuring for verticality structure, comprises steel pipe pile, and described steel pipe pile is installed in foundation ditch, it is characterized in that: also comprise verticality monitoring pipe; The two ends up and down of the side of described verticality monitoring pipe outer wall are equipped with magnetic portion, and this verticality monitoring pipe is connected on steel pipe pile inwall by magnetic portion; Be provided with lifting screw assembly, vertical line, copper billet in described vertical monitoring pipe inside, heavily fall and inclination display unit; Described vertical line one end is fixed on lifting screw assembly, and other end connection heavily falls; On this vertical line, be in the top heavily fallen and be provided with copper rod; Described copper billet ringwise shape is arranged on vertical monitoring pipe inwall; Described copper rod is between copper billet; Described copper billet is provided with sensor, and described sensor is connected with inclination display unit holding wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520892167.3U CN205224125U (en) | 2015-11-10 | 2015-11-10 | Steel -pipe pile hangs down straightness and detects structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520892167.3U CN205224125U (en) | 2015-11-10 | 2015-11-10 | Steel -pipe pile hangs down straightness and detects structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205224125U true CN205224125U (en) | 2016-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520892167.3U Active CN205224125U (en) | 2015-11-10 | 2015-11-10 | Steel -pipe pile hangs down straightness and detects structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN205224125U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109000095A (en) * | 2018-09-11 | 2018-12-14 | 安徽鑫纬电力勘察设计有限公司 | A kind of mounted equipment supporting structure |
| CN109403953A (en) * | 2018-11-16 | 2019-03-01 | 中铁三局集团有限公司 | A kind of quick device for accurately measuring of drilling pile body verticality and method |
| CN110016910A (en) * | 2019-04-26 | 2019-07-16 | 重庆交通大学 | Gasbag-type high-precision positioner and construction method can be recycled in a kind of steel pipe post stake |
| CN110700261A (en) * | 2019-10-21 | 2020-01-17 | 中交第三航务工程局有限公司 | Verticality control system for steel pipe pile sinking |
| CN113202085A (en) * | 2021-05-24 | 2021-08-03 | 中铁上海设计院集团有限公司 | Precast pile construction method for soft soil area |
-
2015
- 2015-11-10 CN CN201520892167.3U patent/CN205224125U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109000095A (en) * | 2018-09-11 | 2018-12-14 | 安徽鑫纬电力勘察设计有限公司 | A kind of mounted equipment supporting structure |
| CN109403953A (en) * | 2018-11-16 | 2019-03-01 | 中铁三局集团有限公司 | A kind of quick device for accurately measuring of drilling pile body verticality and method |
| CN109403953B (en) * | 2018-11-16 | 2022-10-14 | 中铁三局集团有限公司 | Device and method for quickly and accurately measuring perpendicularity of drilled pile body |
| CN110016910A (en) * | 2019-04-26 | 2019-07-16 | 重庆交通大学 | Gasbag-type high-precision positioner and construction method can be recycled in a kind of steel pipe post stake |
| CN110700261A (en) * | 2019-10-21 | 2020-01-17 | 中交第三航务工程局有限公司 | Verticality control system for steel pipe pile sinking |
| CN113202085A (en) * | 2021-05-24 | 2021-08-03 | 中铁上海设计院集团有限公司 | Precast pile construction method for soft soil area |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |