CN102677669A - Anti-pull anchor rod - Google Patents

Anti-pull anchor rod Download PDF

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Publication number
CN102677669A
CN102677669A CN2012101668798A CN201210166879A CN102677669A CN 102677669 A CN102677669 A CN 102677669A CN 2012101668798 A CN2012101668798 A CN 2012101668798A CN 201210166879 A CN201210166879 A CN 201210166879A CN 102677669 A CN102677669 A CN 102677669A
Authority
CN
China
Prior art keywords
anchor rod
bolt body
positioning convex
pull
rod body
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.)
Pending
Application number
CN2012101668798A
Other languages
Chinese (zh)
Inventor
韦金炎
虞功平
江涛
周康
马超群
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhongtian Construction Group Co Ltd
Original Assignee
Zhongtian Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhongtian Construction Group Co Ltd filed Critical Zhongtian Construction Group Co Ltd
Priority to CN2012101668798A priority Critical patent/CN102677669A/en
Publication of CN102677669A publication Critical patent/CN102677669A/en
Pending legal-status Critical Current

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Abstract

The invention discloses an anti-pull anchor rod. The anti-pull anchor rod comprises a columnar anchor rod body, wherein the anchor rod body is vertically provided with at least one positioner; the positioner comprises three positioning convex rings which are uniformly arranged on the outer circumference of the anchor rod body; and the positioning convex rings form an isosceles trapezoid structure by taking the anchor body as a bottom side. The anchor rod body is vertically provided with at least one positioner, so that the anti-pull strength is improved and the problems about the upward pull force of a pipe truss on a buttress and the floating force of underwater are solved.

Description

A kind of uplift anchor
Technical field
The present invention relates to anchor pole.
Background technology
The rack buttress is the concrete in mass case structure; The complicated applied force of rack passes to buttress, and in order to ensure the stability under loading of buttress, buttress adopts the box structure agents enhance overall property of steel concrete; Adopt anchor pole solve the pipe truss to buttress to uplift force and phreatic buoyancy, and strengthen shearing resistance.But general anchor pole resistance to plucking ability a little less than.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of uplift anchor, improves pulling test strength, solves the problem to uplift force and phreatic buoyancy of pipe truss to buttress.
For solving the problems of the technologies described above, the present invention adopts following technical scheme: a kind of uplift anchor, comprise the bolt body of a column, and it is characterized in that: said bolt body vertically is provided with at least one locator.
As preferably, said locator comprises three positioning convex rings that ring bolt body excircle evenly is provided with.
As preferably, said positioning convex ring is that the base forms isosceles trapezoidal structure with the bolt body.
The present invention vertically is provided with at least one locator in bolt body, and the locator structure innovation, adopts the positioning convex ring structure of isosceles trapezoidal structure, thereby has improved pulling test strength, has solved the difficult problem to uplift force and phreatic buoyancy of pipe truss to buttress.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is further described:
Fig. 1 is anchor pole partial structurtes sketch mapes;
Fig. 2 is an A-A cross-sectional view among Fig. 1.
The specific embodiment
Below seeing figures.1.and.2 specifies the embodiment of a kind of uplift anchor of the present invention, comprises the bolt body 1 of a column, and said bolt body vertically is provided with at least one locator 2.Said locator comprises three positioning convex rings that ring bolt body excircle evenly is provided with.Positioning convex ring is welded on the bolt body.Said positioning convex ring is that the base forms isosceles trapezoidal structure with the bolt body.
Certainly, as the distortion of the foregoing description, locator also can be designed to rib structure, and positioning convex ring also can adopt triangle or semicircular structure.

Claims (3)

1. uplift anchor comprises the bolt body (1) of a column, and it is characterized in that: said bolt body vertically is provided with at least one locator (2).
2. a kind of uplift anchor according to claim 1 is characterized in that: said locator comprises three positioning convex rings that ring bolt body excircle evenly is provided with.
3. a kind of uplift anchor according to claim 2 is characterized in that: said positioning convex ring is that the base forms isosceles trapezoidal structure with the bolt body.
CN2012101668798A 2012-05-23 2012-05-23 Anti-pull anchor rod Pending CN102677669A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012101668798A CN102677669A (en) 2012-05-23 2012-05-23 Anti-pull anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012101668798A CN102677669A (en) 2012-05-23 2012-05-23 Anti-pull anchor rod

Publications (1)

Publication Number Publication Date
CN102677669A true CN102677669A (en) 2012-09-19

Family

ID=46810188

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012101668798A Pending CN102677669A (en) 2012-05-23 2012-05-23 Anti-pull anchor rod

Country Status (1)

Country Link
CN (1) CN102677669A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669348A (en) * 2013-12-31 2014-03-26 青建集团股份公司 Anti-floating anchor locating device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6401407B1 (en) * 1999-05-26 2002-06-11 Stay-Put Safety Plate Distribution, Inc. Cover plate ground anchor
CN201209252Y (en) * 2008-06-02 2009-03-18 巨力索具股份有限公司 High intensity ribbed screw-thread steel anchor rod
CN102051879A (en) * 2010-11-09 2011-05-11 中国水电顾问集团华东勘测设计研究院 Process for constructing soil anchor
CN202509533U (en) * 2011-12-22 2012-10-31 深圳市市政工程总公司 Single reinforcement pulling force type anti-floating anchor rod
CN202559350U (en) * 2012-05-23 2012-11-28 中天建设集团有限公司 Pulling-resistant anchor rod

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6401407B1 (en) * 1999-05-26 2002-06-11 Stay-Put Safety Plate Distribution, Inc. Cover plate ground anchor
CN201209252Y (en) * 2008-06-02 2009-03-18 巨力索具股份有限公司 High intensity ribbed screw-thread steel anchor rod
CN102051879A (en) * 2010-11-09 2011-05-11 中国水电顾问集团华东勘测设计研究院 Process for constructing soil anchor
CN202509533U (en) * 2011-12-22 2012-10-31 深圳市市政工程总公司 Single reinforcement pulling force type anti-floating anchor rod
CN202559350U (en) * 2012-05-23 2012-11-28 中天建设集团有限公司 Pulling-resistant anchor rod

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669348A (en) * 2013-12-31 2014-03-26 青建集团股份公司 Anti-floating anchor locating device

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Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20120919