CN201448117U - Bolting yield component - Google Patents

Bolting yield component Download PDF

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Publication number
CN201448117U
CN201448117U CN2009200310572U CN200920031057U CN201448117U CN 201448117 U CN201448117 U CN 201448117U CN 2009200310572 U CN2009200310572 U CN 2009200310572U CN 200920031057 U CN200920031057 U CN 200920031057U CN 201448117 U CN201448117 U CN 201448117U
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CN
China
Prior art keywords
bolting
diameter
utility
anchor pole
model
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
CN2009200310572U
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Chinese (zh)
Inventor
曹君陟
刘立民
李建刚
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.)
Individual
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Individual
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Publication date
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Priority to CN2009200310572U priority Critical patent/CN201448117U/en
Application granted granted Critical
Publication of CN201448117U publication Critical patent/CN201448117U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a bolting yield component capable of improving the deformation resistant ability of a bolting, which is of a lantern-shaped shell with an upper orifice and a lower orifice, wherein the diameter of the orifice is matched with the diameter of the bolting. The utility model is mainly used for a bolting in an underground roadway, can reduce the impact of the change in stress on the bolting, so that the bolting always keeps the support strength for the roof.

Description

Anchor pole allows the pressure member
Technical field
The utility model relates to the support of underground tunnel material, relates in particular to support anchor rod.
Background technology
At present, the support of underground tunnel anchor pole all is that anchor bar body is anchored in the boring, tightens up at hole external application nut pallet.Its deficiency is: when increase was pressed on roadway deformation ground, anchor pole can be out of shape even break, and loses anchored force.
Summary of the invention
The utility model is in order to solve the problem of anchor stress distortion, provides a kind of anchor pole allow the pressure member.This member can be controlled anchor stress and change, and also can improve the ability of anchor pole opposing STRESS VARIATION and control bolt deformation, controls bolt deformation within certain pressure limit, makes anchor pole remain supporting intensity to top board.
For addressing the above problem, the technical scheme that the utility model is taked is: it is a bird-caging housing that has lower nozzle, and the diameter of the mouth of pipe matches with bolt diameter.
Described bird-caging is a general designation, comprises that section is the bird-caging of circle, oblong and flat ellipse.
Allow the pressure scope for what adapt to anchor pole, described housing is preferably spherical shell.
During use, it is installed between the damping nut and anchor pole pallet of anchor pole, during roadway deformation, allows and press member at first to be out of shape, allow after the pressure scope anchor pole redeformation exceeding.
The beneficial effects of the utility model are, can improve the non-deformability of anchor pole greatly, and reduce the impact of STRESS VARIATION to anchor pole, make anchor pole remain supporting intensity to top board.
Description of drawings
Fig. 1 is the schematic perspective view of the utility model embodiment one;
Fig. 2 is the sectional view of Fig. 1;
Fig. 3 is the schematic perspective view of the utility model embodiment two;
Fig. 4 is the schematic perspective view of the utility model embodiment three.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further specified.
Embodiment one, and as depicted in figs. 1 and 2, it is a spherical shell that has lower nozzle, and the diameter of the mouth of pipe matches with bolt diameter.
Embodiment two, and as shown in Figure 3, it is a prolate ellipsoid shape housing that has lower nozzle, and the diameter of the mouth of pipe matches with bolt diameter.
Embodiment three, and as shown in Figure 4, it is an oblate ellipsoid shape housing that has lower nozzle, and the diameter of the mouth of pipe matches with bolt diameter.
Add man-hour, intercept one section seamless steel pipe, the internal diameter of seamless steel pipe matches with bolt diameter, and the housing that forms as shown in the figure through forging forming, heat treatment gets final product then.

Claims (2)

1. an anchor pole allows the pressure member, it is characterized in that it is a bird-caging housing that has lower nozzle, and the diameter of the mouth of pipe matches with bolt diameter.
2. anchor pole as claimed in claim 1 allows the pressure member, it is characterized in that, described housing is spherical.
CN2009200310572U 2009-08-02 2009-08-02 Bolting yield component Expired - Fee Related CN201448117U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009200310572U CN201448117U (en) 2009-08-02 2009-08-02 Bolting yield component

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009200310572U CN201448117U (en) 2009-08-02 2009-08-02 Bolting yield component

Publications (1)

Publication Number Publication Date
CN201448117U true CN201448117U (en) 2010-05-05

Family

ID=42552832

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009200310572U Expired - Fee Related CN201448117U (en) 2009-08-02 2009-08-02 Bolting yield component

Country Status (1)

Country Link
CN (1) CN201448117U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102002946A (en) * 2010-10-23 2011-04-06 山东科技大学 Anchor bolt or anchor cable pre-stressed control element and processing and usage method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102002946A (en) * 2010-10-23 2011-04-06 山东科技大学 Anchor bolt or anchor cable pre-stressed control element and processing and usage method thereof
CN102002946B (en) * 2010-10-23 2012-07-25 山东科技大学 Anchor bolt or anchor cable pre-stressed control element and processing and usage method thereof

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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: 20100505

Termination date: 20140802

EXPY Termination of patent right or utility model