CN106193025A - A kind of prestressed anchor pile envelope stake lock force mechanisms - Google Patents
A kind of prestressed anchor pile envelope stake lock force mechanisms Download PDFInfo
- Publication number
- CN106193025A CN106193025A CN201610520875.3A CN201610520875A CN106193025A CN 106193025 A CN106193025 A CN 106193025A CN 201610520875 A CN201610520875 A CN 201610520875A CN 106193025 A CN106193025 A CN 106193025A
- Authority
- CN
- China
- Prior art keywords
- anchor pile
- prestressed anchor
- crossbeam
- jack
- force mechanisms
- 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.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0046—Production methods using prestressing techniques
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses a kind of prestressed anchor pile envelope stake lock force mechanisms, including crossbeam and vertical rod, vertical rod is vertically fixed on the lower surface two ends of crossbeam, the lower section being positioned at crossbeam between two vertical rods is fixed with prestressed anchor pile, described prestressed anchor pile is provided with jack and lock power apparatus, the lower surface of the top contact crossbeam of described jack, described lock power apparatus includes pull bar and support arm.This kind of prestressed anchor pile envelope stake lock force mechanisms, by arranging lock power apparatus between crossbeam and prestressed anchor pile, replace jack, both solved prestressed anchor pile stress loss problem, and improved again on-the-spot jack service efficiency, and improve effective use value of prestressed anchor pile, energy-conservation, environmental protection, jack can realize recycling, reduces equipment investment cost.
Description
Technical field
The present invention relates to a kind of lock force mechanisms, be specially a kind of prestressed anchor pile envelope stake lock force mechanisms, belong to building-assisted
Help apparatus field.
Background technology
Existing anchor pile is when carrying out sealing stake, if after work released by jack, causing anchor pile stress loss, if
Jack is used to carry out sealing stake, then jack service efficiency is the lowest, causes equipment investment the highest.
For solving the problems referred to above, therefore it is proposed that force mechanisms is locked in a kind of prestressed anchor pile envelope stake.
Summary of the invention
The technical problem to be solved in the present invention is the defect overcoming prior art, it is provided that a kind of prestressed anchor pile envelope stake lock
Force mechanisms.
In order to solve above-mentioned technical problem, the invention provides following technical scheme:
One prestressed anchor pile of the present invention envelope stake lock force mechanisms, including crossbeam and vertical rod, vertical rod is vertically fixed under crossbeam
Two ends, surface, the lower section being positioned at crossbeam between two vertical rods is fixed with prestressed anchor pile, described prestressed anchor pile sets
Having jack and lock power apparatus, the lower surface of the top contact crossbeam of described jack, described lock power apparatus includes pull bar and props up
Brace.
Further, described support arm has four, two one group flexible connection, the junction of support arm be positioned on pull bar and
It is symmetrical arranged, the lower surface of described lock power apparatus upper-end contact crossbeam, the upper surface of lower end in contact prestressed anchor pile.
Further, described pull bar two ends are fixedly connected in vertical rod.
The present invention is reached to provide the benefit that: by arranging lock power apparatus between crossbeam and prestressed anchor pile, replace
Change jack, both solved prestressed anchor pile stress loss problem, improve again on-the-spot jack service efficiency, and improve pre-
Effective use value of stress anchor pile, energy-conservation, environmental protection, jack can realize recycling, reduces equipment investment cost.
Accompanying drawing explanation
Accompanying drawing is for providing a further understanding of the present invention, and constitutes a part for description, with the reality of the present invention
Execute example together for explaining the present invention, be not intended that limitation of the present invention.In the accompanying drawings:
Fig. 1 is the structural representation of a kind of prestressed anchor pile of present invention envelope stake lock force mechanisms.
In figure: 1, crossbeam；2, pull bar；3, jack；4, prestressed anchor pile；5, lock power apparatus.
Detailed description of the invention
Below in conjunction with accompanying drawing, the preferred embodiments of the present invention are illustrated, it will be appreciated that preferred reality described herein
Execute example be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment 1
As it is shown in figure 1, a kind of prestressed anchor pile envelope stake lock force mechanisms, including crossbeam 1 and vertical rod, vertical rod is vertically fixed on crossbeam
The lower surface two ends of 1, the lower section being positioned at crossbeam 1 between two vertical rods is fixed with prestressed anchor pile 4, described prestressed anchor
Stake 4 is provided with jack 3 and lock power apparatus 5, the lower surface of the top contact crossbeam 1 of described jack 3, described lock power apparatus 5
Including pull bar 2 and support arm.
Described support arm has four, and two one group flexible connection, the junction of support arm is positioned on pull bar 2 and symmetry sets
Put, the lower surface of described lock power apparatus 5 upper-end contact crossbeam 1, the upper surface of lower end in contact prestressed anchor pile 4, described pull bar 2
Two ends are fixedly connected in vertical rod.
Need to illustrate: after jack 3 work provides sustained stress, take out and strain at bar 2, make jack 3 exit work
Make, lock power apparatus 5 is set between crossbeam 1 and prestressed anchor pile 4, replaces jack 3, both solved prestressed anchor pile 4
Stress loss problem, improves again on-the-spot jack 3 service efficiency, and improves effective use value of prestressed anchor pile 4, joint
Can, environmental protection, jack 3 can realize recycling, reduces equipment investment cost.
Finally it is noted that the foregoing is only the preferred embodiments of the present invention, it is not limited to the present invention,
Although being described in detail the present invention with reference to previous embodiment, for a person skilled in the art, it still may be used
So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent.
All within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the present invention's
Within protection domain.
Claims (3)
1. a prestressed anchor pile envelope stake lock force mechanisms, including crossbeam (1) and vertical rod, it is characterised in that vertical rod is vertically fixed
The lower section being positioned at crossbeam (1) between the lower surface two ends of crossbeam (1), two vertical rods is fixed with prestressed anchor pile (4), institute
State prestressed anchor pile (4) and be provided with jack (3) and lock power apparatus (5), the top contact crossbeam (1) of described jack (3)
Lower surface, described lock power apparatus (5) includes pull bar (2) and support arm.
A kind of prestressed anchor pile envelope stake lock force mechanisms the most according to claim 1, it is characterised in that described support arm has
Four, two one group flexible connection, the junction of support arm is positioned at pull bar (2) and above and is symmetrical arranged, on described lock power apparatus (5)
The lower surface of end in contact crossbeam (1), the upper surface of lower end in contact prestressed anchor pile (4).
A kind of prestressed anchor pile envelope stake lock force mechanisms the most according to claim 1, it is characterised in that described pull bar (2)
Two ends are fixedly connected in vertical rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610520875.3A CN106193025B (en) | 2016-07-02 | 2016-07-02 | A kind of prestressed anchor pile envelope stake lock force mechanisms |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610520875.3A CN106193025B (en) | 2016-07-02 | 2016-07-02 | A kind of prestressed anchor pile envelope stake lock force mechanisms |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193025A true CN106193025A (en) | 2016-12-07 |
| CN106193025B CN106193025B (en) | 2018-08-28 |
Family
ID=57466014
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610520875.3A Active CN106193025B (en) | 2016-07-02 | 2016-07-02 | A kind of prestressed anchor pile envelope stake lock force mechanisms |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193025B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2704617Y (en) * | 2004-05-25 | 2005-06-15 | 上海市第二建筑有限公司 | Static pressuring anchor pile apparatus |
| KR20090036218A (en) * | 2007-10-09 | 2009-04-14 | 위성배 | The apparatus for building shut pile containing anchor pile |
| CN202466586U (en) * | 2012-01-11 | 2012-10-03 | 广州市鲁班建筑集团有限公司 | Pressure-stabilizing and pile-sealing device for anchored and jacked pile |
| CN202559355U (en) * | 2012-05-09 | 2012-11-28 | 云南省建筑科学研究院 | Pre-pressing pile sealing device for anchor rod static pile |
| CN104358260A (en) * | 2014-11-29 | 2015-02-18 | 宋双阳 | Preloaded pressure pile sealing working device of anchor rod static pressure pile |
| CN204551470U (en) * | 2015-04-14 | 2015-08-12 | 中天建设集团有限公司 | A kind of envelope stake device of anchor jacked pile of improvement |
-
2016
- 2016-07-02 CN CN201610520875.3A patent/CN106193025B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2704617Y (en) * | 2004-05-25 | 2005-06-15 | 上海市第二建筑有限公司 | Static pressuring anchor pile apparatus |
| KR20090036218A (en) * | 2007-10-09 | 2009-04-14 | 위성배 | The apparatus for building shut pile containing anchor pile |
| CN202466586U (en) * | 2012-01-11 | 2012-10-03 | 广州市鲁班建筑集团有限公司 | Pressure-stabilizing and pile-sealing device for anchored and jacked pile |
| CN202559355U (en) * | 2012-05-09 | 2012-11-28 | 云南省建筑科学研究院 | Pre-pressing pile sealing device for anchor rod static pile |
| CN104358260A (en) * | 2014-11-29 | 2015-02-18 | 宋双阳 | Preloaded pressure pile sealing working device of anchor rod static pressure pile |
| CN204551470U (en) * | 2015-04-14 | 2015-08-12 | 中天建设集团有限公司 | A kind of envelope stake device of anchor jacked pile of improvement |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193025B (en) | 2018-08-28 |
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