CN203758828U - Anchor head device for tensile test piece of glass fiber reinforced plastic anchor rod - Google Patents

Anchor head device for tensile test piece of glass fiber reinforced plastic anchor rod Download PDF

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Publication number
CN203758828U
CN203758828U CN201420180938.1U CN201420180938U CN203758828U CN 203758828 U CN203758828 U CN 203758828U CN 201420180938 U CN201420180938 U CN 201420180938U CN 203758828 U CN203758828 U CN 203758828U
Authority
CN
China
Prior art keywords
test piece
steel pipe
steel
anchor head
steel tube
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
CN201420180938.1U
Other languages
Chinese (zh)
Inventor
朱利春
李汉涛
李华
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.)
China Gezhouba Group No 6 Engineering Co Ltd
Original Assignee
China Gezhouba Group No 6 Engineering 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 China Gezhouba Group No 6 Engineering Co Ltd filed Critical China Gezhouba Group No 6 Engineering Co Ltd
Priority to CN201420180938.1U priority Critical patent/CN203758828U/en
Application granted granted Critical
Publication of CN203758828U publication Critical patent/CN203758828U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an anchor head device for a tensile test piece of a glass fiber reinforced plastic anchor rod. The anchor head device comprises a steel tube, wherein a plug is arranged at one end of the steel tube; an adhesive is arranged in the steel tube; the other end of the steel tube is equipped with a steel cap. The steel tube is a two-section steel tube which is arranged at the two ends of the test piece respectively; each section of the steel tube is equipped with the plug, the adhesive and the steel cap. The test piece is arranged at the center of a central axis of the two-section steel tube. The plug is a PVC (polyvinyl chloride) plug. According to the anchor head device for the tensile test piece of the glass fiber reinforced plastic anchor rod disclosed by the utility model, the anchor head device is additionally arranged at the two ends of the test piece, so that requirements on a tensile strength test of the test piece of the glass fiber reinforced plastic anchor rod on a reinforcing steel bar testing machine can be satisfied.

Description

A kind of glass fibre reinforced plastics rockbolts tensile test piece anchor head assembly
Technical field
A kind of glass fibre reinforced plastics rockbolts tensile test piece of the utility model anchor head assembly, for glass fibre reinforced plastics rockbolts test specimen test for tensile strength.
Background technology
Glass fibre reinforced plastics rockbolts is as a kind of new material, can cut, lightweight, intensity is high, good endurance and the advantage such as production cost is low owing to having, and adopts at coal and underground engineering construction field.Due to its distinctive fragility, on regular reinforcement testing machine, cannot directly carry out test for tensile strength.
Summary of the invention
The utility model provides a kind of glass fibre reinforced plastics rockbolts tensile test piece anchor head assembly.By installing this anchor head assembly additional at test specimen two ends, can meet glass fibre reinforced plastics rockbolts test specimen and on steel bar test machine, carry out the requirement of test for tensile strength.
The technical scheme that the utility model is taked is: a kind of glass fibre reinforced plastics rockbolts tensile test piece anchor head assembly, comprise steel pipe, and steel pipe one end is provided with stopper, is provided with bonding agent in steel pipe, and the steel pipe other end is provided with steel cap.
Described steel pipe is two sections of steel pipes, and two sections of steel pipes lay respectively at test specimen two ends, and each section of steel pipe is equipped with stopper, bonding agent and steel cap.Test specimen is positioned at the center of two sections of steel pipe central axis.Described stopper is PVC stopper.
A kind of glass fibre reinforced plastics rockbolts tensile test piece of the utility model anchor head assembly, PVC stopper both can leak stopping in the time of perfusion bonding agent, can ensure that again test specimen is positioned at steel pipe center.Steel cap can ensure in bonding agent solidification process, and test specimen is positioned at steel pipe center.This apparatus structure is simple, easy to operate; By this device, glass fibre reinforced plastics rockbolts can carry out test for tensile strength on steel bar test machine.
Brief description of the drawings
Fig. 1 is the utility model apparatus structure schematic diagram;
Fig. 2 is the utility model device partial cross sectional views.
Embodiment
As shown in Figure 1 and Figure 2, a kind of glass fibre reinforced plastics rockbolts tensile test piece anchor head assembly, comprises steel pipe 3, and steel pipe 3 one end are provided with stopper 5, are provided with bonding agent 4 in steel pipe 3, and steel pipe 3 other ends are provided with steel cap 2.Described steel pipe 3 is two sections of steel pipes, and two sections of steel pipes lay respectively at test specimen 1 two ends, and each section of steel pipe is equipped with stopper 5, bonding agent 4 and steel cap 2.Described stopper 5 is PVC stopper.Bonding agent 4 can be selected epoxies or resene bonding agent.
Implementation step:
First, test specimen 1 being put into two sections of steel pipes, put PVC stopper at test specimen 1 end, and PVC stopper is filled in respectively to wherein one section of steel pipe, to prevent that bonding agent 4 from spilling.Then keep test specimen 1 to be positioned at the center of this section of steel pipe central axis, the bonding agent 4 modulating is circulated into the space between test specimen 1 and steel pipe 3, and utilize the mode of knocking or vibrate to discharge the air in bonding agent 4.After perfusion, steel cap 2 is filled in respectively to the upper end of this section of steel pipe, to ensure that test specimen 1 in bonding agent 4 solidification processs is positioned at the center of this section of steel pipe central axis.Solidify after a period of time, process in the same way other one section of steel pipe for to be bonded dose 4.Test specimen 1 is positioned at the center of two sections of steel pipe central axis.By the utility model device, glass fibre reinforced plastics rockbolts can carry out test for tensile strength on steel bar test machine.

Claims (3)

1. a glass fibre reinforced plastics rockbolts tensile test piece anchor head assembly, comprises steel pipe (3), it is characterized in that, steel pipe (3) one end is provided with stopper (5), is provided with bonding agent (4) in steel pipe (3), and steel pipe (3) other end is provided with steel cap (2); Described steel pipe (3) is two sections of steel pipes, and two sections of steel pipes lay respectively at test specimen (1) two ends, and each section of steel pipe is equipped with stopper (5), bonding agent (4) and steel cap (2).
2. a kind of glass fibre reinforced plastics rockbolts tensile test piece anchor head assembly according to claim 1, is characterized in that, test specimen (1) is positioned at the center of two sections of steel pipe central axis.
3. a kind of glass fibre reinforced plastics rockbolts tensile test piece anchor head assembly according to claim 1, is characterized in that, described stopper (5) is PVC stopper.
CN201420180938.1U 2014-04-15 2014-04-15 Anchor head device for tensile test piece of glass fiber reinforced plastic anchor rod Expired - Fee Related CN203758828U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420180938.1U CN203758828U (en) 2014-04-15 2014-04-15 Anchor head device for tensile test piece of glass fiber reinforced plastic anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420180938.1U CN203758828U (en) 2014-04-15 2014-04-15 Anchor head device for tensile test piece of glass fiber reinforced plastic anchor rod

Publications (1)

Publication Number Publication Date
CN203758828U true CN203758828U (en) 2014-08-06

Family

ID=51254084

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420180938.1U Expired - Fee Related CN203758828U (en) 2014-04-15 2014-04-15 Anchor head device for tensile test piece of glass fiber reinforced plastic anchor rod

Country Status (1)

Country Link
CN (1) CN203758828U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104251797A (en) * 2014-09-30 2014-12-31 任红 Tensile test fixture for ribbed glass material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104251797A (en) * 2014-09-30 2014-12-31 任红 Tensile test fixture for ribbed glass material

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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: CHINA GEZHOUBA GROUP NO. 6 ENGINEERING CO., LTD.

Free format text: FORMER NAME: GEZHOUBA GROUP NO. 6 ENGINEERING CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 443002 Xiling, Hubei Province sheep mountain road, No. 29, No.

Patentee after: CHINA GEZHOUBA GROUP NO.6 ENGINEERING Co.,Ltd.

Address before: 443002 Xiling, Hubei Province sheep mountain road, No. 29, No.

Patentee before: GEZHOUBA GROUP NO.6 ENGINEERING Co.,Ltd.

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

Granted publication date: 20140806