CN201908670U - Anchorage device with prestressed anchor rod - Google Patents

Anchorage device with prestressed anchor rod Download PDF

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Publication number
CN201908670U
CN201908670U CN201120019705XU CN201120019705U CN201908670U CN 201908670 U CN201908670 U CN 201908670U CN 201120019705X U CN201120019705X U CN 201120019705XU CN 201120019705 U CN201120019705 U CN 201120019705U CN 201908670 U CN201908670 U CN 201908670U
Authority
CN
China
Prior art keywords
rod
steel wire
prestressed anchor
anchor rod
tray
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.)
Expired - Fee Related
Application number
CN201120019705XU
Other languages
Chinese (zh)
Inventor
谢志峰
谢志安
谢志礼
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.)
Tianjin Silvery Dragon Prestressed Materials Co Ltd
Original Assignee
SILVERY DRAGON PC STEEL PRODUCTS GROUP CO Ltd TIANJIN
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 SILVERY DRAGON PC STEEL PRODUCTS GROUP CO Ltd TIANJIN filed Critical SILVERY DRAGON PC STEEL PRODUCTS GROUP CO Ltd TIANJIN
Priority to CN201120019705XU priority Critical patent/CN201908670U/en
Application granted granted Critical
Publication of CN201908670U publication Critical patent/CN201908670U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides an anchorage device with a prestressed anchor rod, which comprises a rob body and a tray with a conical hole in the center, wherein the rod body is connected to the tray through a clamping piece which is placed at the center of the tray, and is a spiral fin steel wire, the surface of the spiral fin steel wire is provided with four bulges which are spirally wound in parallel, the nominal diameter of the spiral fin steel wire is 10mm, the clamping piece is in a triple-piece type, and the tray has a round platform shape. The anchorage device with the prestressed anchor rod has the beneficial effects of simple structure, no reduction in the bearing capacity of the anchor rod and good anchoring effect.

Description

A kind of prestressed anchor ground tackle
Technical field
The utility model belongs to the compressor wire product scope, especially relates to a kind of prestressed anchor ground tackle.
Background technology
Anchor pole ground tackle in existing technology, be to body of rod end machining screw, the mode that screws with nut realizes the anchoring to the rock stratum again, following problem often appears when reality is used: 1, body of rod end machining screw, cause body of rod end cross-sectional area to reduce, the anchor pole supporting capacity descends, and thread root exists stress to concentrate when stressed, the phenomenon of anchor pole root fracture often occurs, have serious potential safety hazard; 2, the body of rod of existing anchor pole ground tackle mostly is the single-point convex, and convex shape is discontinuous, makes anchoring effect undesirable.
Summary of the invention
The purpose of this utility model provide a kind of simple in structure, do not reduce anchor pole supporting capacity, the good prestressed anchor ground tackle of anchoring effect.
The technical solution of the utility model is: a kind of prestressed anchor ground tackle, comprise that the body of rod and center have the pallet of bellmouth, the described body of rod is connected on the pallet by the intermediate plate that is positioned over described pallet center, the described body of rod is a helix rib steel wire, the surface of described helix rib steel wire have 4 parallel shapes in the shape of a spiral around projection, described helix rib steel wire nominal diameter is 10mm.
Described intermediate plate is a three-chip type.
Described pallet is round table-like.
Advantage and the good effect that the utlity model has are:
1, security reliability height, non-nut screws the mode anchoring, and the anchor pole prestressed improves greatly;
2, the anchor pole ground tackle body of rod is the standard workpiece, and stripping rib, the rolled thread processing of steel is carried out at the scene of need not, and has avoided the damage of the body of rod;
3, body of rod surface has the spiral ribs of continuous type, has increased the anchoring effect of anchor pole ground tackle greatly.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the structural representation of intermediate plate of the present utility model;
Fig. 3 is the front view of the body of rod of the present utility model;
Fig. 4 is the lateral view of the body of rod of the present utility model.
Among the figure:
1, the body of rod 2, pallet 3, bellmouth
4, intermediate plate 5, spiral ribs
The specific embodiment
As shown in Figures 1 to 4, the utility model comprises that the body of rod 1 and center have the round table-like pallet 2 of bellmouth 3, the intermediate plate 4 of the three-chip type of the described body of rod 1 by being positioned over described pallet 2 centers is connected on the pallet 2, the described body of rod 1 is a helix rib steel wire, the surface of described helix rib steel wire have 4 parallel shapes in the shape of a spiral around spiral ribs 5, described helix rib steel wire nominal diameter is 10mm.
More than an embodiment of the present utility model is had been described in detail, but described content only is preferred embodiment of the present utility model, can not be considered to be used to limit practical range of the present utility model.All equalizations of doing according to the utility model application range change and improve etc., all should still belong within the patent covering scope of the present utility model.

Claims (3)

1. prestressed anchor ground tackle, it is characterized in that, comprise that the body of rod and center have the pallet of bellmouth, the described body of rod is connected on the pallet by the intermediate plate that is positioned over described pallet center, the described body of rod is a helix rib steel wire, the surface of described helix rib steel wire have 4 parallel shapes in the shape of a spiral around projection, described helix rib steel wire nominal diameter is 10mm.
2. a kind of prestressed anchor ground tackle according to claim 1 is characterized in that described intermediate plate is the three-chip type intermediate plate.
3. a kind of prestressed anchor ground tackle according to claim 1 is characterized in that described pallet is round table-like.
CN201120019705XU 2011-01-21 2011-01-21 Anchorage device with prestressed anchor rod Expired - Fee Related CN201908670U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120019705XU CN201908670U (en) 2011-01-21 2011-01-21 Anchorage device with prestressed anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120019705XU CN201908670U (en) 2011-01-21 2011-01-21 Anchorage device with prestressed anchor rod

Publications (1)

Publication Number Publication Date
CN201908670U true CN201908670U (en) 2011-07-27

Family

ID=44300873

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120019705XU Expired - Fee Related CN201908670U (en) 2011-01-21 2011-01-21 Anchorage device with prestressed anchor rod

Country Status (1)

Country Link
CN (1) CN201908670U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103104269A (en) * 2012-12-07 2013-05-15 天津银龙预应力材料股份有限公司 Super high strength pre-stressed anchor rod
CN105298521A (en) * 2015-11-17 2016-02-03 华北科技学院 Asymmetric supporting device for soft-rock gob-side roadway
CN106703029A (en) * 2016-11-29 2017-05-24 河南理工大学 Pressure-type pre-stressed anchor capable of reducing prestress loss
CN108547291A (en) * 2018-07-18 2018-09-18 吉林省交通科学研究所 A kind of herring-bone form basalt fibre anchor system and its anchoring process
CN113605951A (en) * 2021-07-28 2021-11-05 中国铁路设计集团有限公司 Shallow tunnel supporting structure and construction method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103104269A (en) * 2012-12-07 2013-05-15 天津银龙预应力材料股份有限公司 Super high strength pre-stressed anchor rod
CN105298521A (en) * 2015-11-17 2016-02-03 华北科技学院 Asymmetric supporting device for soft-rock gob-side roadway
CN106703029A (en) * 2016-11-29 2017-05-24 河南理工大学 Pressure-type pre-stressed anchor capable of reducing prestress loss
CN108547291A (en) * 2018-07-18 2018-09-18 吉林省交通科学研究所 A kind of herring-bone form basalt fibre anchor system and its anchoring process
CN113605951A (en) * 2021-07-28 2021-11-05 中国铁路设计集团有限公司 Shallow tunnel supporting structure and construction method thereof
CN113605951B (en) * 2021-07-28 2023-09-08 中国铁路设计集团有限公司 Shallow tunnel supporting structure and construction method thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: TIANJIN SILVERY DRAGON PRESTRESSED MATERIALS CO.,

Free format text: FORMER NAME: SILVERY DRAGON PC STEEL PRODUCTS GROUP CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 300400 Tianjin City, Beichen economic and Technological Development Zone Industrial Park Road No. 62 dual Shuangjiang

Patentee after: Tianjin Silvery Dragon Prestressed Materials Co., Ltd.

Address before: 300400 Tianjin City, Beichen economic and Technological Development Zone Industrial Park Road No. 62 dual Shuangjiang

Patentee before: Silvery Dragon PC Steel Products Group Co., Ltd. Tianjin

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110727

Termination date: 20140121