CN203742080U - Pre-stress tension anchor block for reinforcing bar clamping piece - Google Patents

Pre-stress tension anchor block for reinforcing bar clamping piece Download PDF

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Publication number
CN203742080U
CN203742080U CN201320777116.7U CN201320777116U CN203742080U CN 203742080 U CN203742080 U CN 203742080U CN 201320777116 U CN201320777116 U CN 201320777116U CN 203742080 U CN203742080 U CN 203742080U
Authority
CN
China
Prior art keywords
plate
steel plate
leveling steel
anchor block
reinforcing bar
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
CN201320777116.7U
Other languages
Chinese (zh)
Inventor
梁枫
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.)
Guangdong sky cube Construction Co., Ltd.
Original Assignee
Chengdu LVDI Technology 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 Chengdu LVDI Technology Co Ltd filed Critical Chengdu LVDI Technology Co Ltd
Priority to CN201320777116.7U priority Critical patent/CN203742080U/en
Application granted granted Critical
Publication of CN203742080U publication Critical patent/CN203742080U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a pre-stress tension anchor block for a reinforcing bar clamping piece. The pre-stress tension anchor block comprises a ribbed plate, wherein a pre-stressed thick reinforcing bar rolling anchor and an embedded bolt are respectively arranged on the ribbed plate, an embedded leveling steel plate is arranged on one side face of the ribbed plate, the embedded leveling steel plate is in an L-shaped structure, the pre-stressed thick reinforcing bar rolling anchor and the embedded bolt penetrate through the ribbed plate to be connected with the embedded leveling steel plate through fastening screws, backing plates are arranged on the long side of the embedded leveling steel plate, the bottom end of each backing plate is matched with the embedded leveling steel plate, the entirety is fixed and locked by a stiffening rib, a bearing plate is arranged at the top end of each backing plate, the bearing plate is detachably connected with the embedded leveling steel plate through the backing plates and carbon fiber ribs, respectively, two backing plates and two carbon fiber ribs are arranged, and a clamping piece type anchorage device is arranged on the upper surface of the bearing plate. The pre-stress tension anchor block for the reinforcing bar clamping piece is strong in bearing strength, the anchoring property of the anchor block is greatly improved, the anchor block can be detached, moved and repeatedly used, the anchor return rate is high, and the anchor block has enough pre-stress tension and wide application range.

Description

Reinforcing bar intermediate plate prestressed stretch-draw anchor block
Technical field
The utility model relates to a kind of anchor block, particularly a kind of reinforcing bar intermediate plate prestressed stretch-draw anchor block.
Background technology
Prestressed stretch-draw anchor block is applicable to the construction projects such as bridge, prestressing force anchor block locking use after, if reuse again or facility remove time, just prestressing force anchor block need to be moved back to anchor.Due to frictional force, very greatly easily to cause moving back anchor very difficult after locking for traditional prestressing force anchor block, use anchor restorer tool successfully to move back anchor rate very low, often use destructiveness to move back anchor method as fire weldering cutting, the explosion of hacksaw cutting machine gunpowder etc., not only move back anchor cost high and move back anchor after ground tackle substantially damage and cannot utilize.Meanwhile, carbon fibre bar technology is day by day improved and is used widely in engineering, and is placed on anchor block and can effectively improves tension bending resistance.In addition, traditional anchor block cannot be arranged on fining twisted steel, has brought trouble to installation, if assemblage gap is large, the risk that exists again ground tackle to come off, brings serious potential safety hazard to constructor.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provide a kind of carrying dynamics strong, anchor block anchoring property is greatly improved, and detachable moveable is repeatedly used, move back anchor rate high, have enough reinforcing bar intermediate plate prestressed stretch-draw anchor blocks of answering in advance stretching force.
To achieve these goals, the technical solution adopted in the utility model is such: reinforcing bar intermediate plate prestressed stretch-draw anchor block of the present utility model, comprise floor, on floor, be respectively equipped with prestressed thick reinforcement tied silk anchor and pre-embedded bolt, floor one side is provided with pre-buried leveling steel plate, pre-buried leveling steel plate adopts L-type structure, prestressed thick reinforcement tied silk anchor and pre-embedded bolt are all connected by trip bolt with pre-buried leveling steel plate through floor, the long limit of pre-buried leveling steel plate is provided with backing plate, backing plate bottom coordinates with pre-buried leveling steel plate, and entirety is by ribbed stiffener fixing and locking, backing plate top is provided with loaded plate, loaded plate removably connects by backing plate and carbon fibre bar and pre-buried leveling steel plate respectively, backing plate and carbon fibre bar are two, loaded plate upper surface is provided with strand tapered anchorage, strand tapered anchorage adopts two-piece type structure, after its two combinations, be connected by power transmission steel plate, power transmission steel plate top is concordant with strand tapered anchorage, its bottom arranges through loaded plate and pre-buried leveling steel plate respectively.
Further, as a kind of concrete form of structure, backing plate described in the utility model is provided with steam vent.Further, as a kind of concrete form of structure, loaded plate described in the utility model is provided with taper hole, and its cone angle is six degree to seven degree.
Further, as a kind of concrete form of structure, pre-buried leveling steel plate described in the utility model is connected with floor by six groove nuts.
Compared with prior art, the utility model has the advantage of: the utility model reinforcing bar intermediate plate prestressed stretch-draw anchor block carrying dynamics is strong, and anchor block anchoring property is greatly improved, detachable moveable is repeatedly used, move back anchor rate high, have enough stretching forces of answering in advance, and applied widely.
Brief description of the drawings
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. floor; 2. prestressed thick reinforcement tied silk anchor; 3. pre-embedded bolt; 4. strand tapered anchorage; 5. power transmission steel plate; 6. ribbed stiffener; 7. backing plate; 8. pre-buried leveling steel plate; 9. supporting body; 10. carbon fibre bar.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is only described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model reinforcing bar intermediate plate prestressed stretch-draw anchor block as shown in Figure 1, comprise floor 1, on floor 1, be respectively equipped with prestressed thick reinforcement tied silk anchor 2 and pre-embedded bolt 3, floor 1 one sides are provided with pre-buried leveling steel plate 8, pre-buried leveling steel plate 8 adopts L-type structure, prestressed thick reinforcement tied silk anchor 2 and pre-embedded bolt 3 are all connected by trip bolt with pre-buried leveling steel plate 8 through floor 1, the long limit of pre-buried leveling steel plate 8 is provided with backing plate 7, backing plate 7 bottoms coordinate with pre-buried leveling steel plate 8, and entirety is by ribbed stiffener 6 fixing and lockings, backing plate 7 tops are provided with loaded plate 9, loaded plate 9 removably connects with pre-buried leveling steel plate 8 by backing plate 7 and carbon fibre bar 10 respectively, backing plate 7 and carbon fibre bar 10 are two, loaded plate 9 upper surfaces are provided with strand tapered anchorage 4, strand tapered anchorage 4 adopts two-piece type structure, after its two combinations, be connected by power transmission steel plate 5, power transmission steel plate 5 tops are concordant with strand tapered anchorage 4, its bottom arranges through loaded plate 9 and pre-buried leveling steel plate 8 respectively, described backing plate 7 is provided with steam vent, described loaded plate 9 is provided with taper hole, its cone angle is six degree to seven degree, described pre-buried leveling steel plate 8 is connected with floor 1 by six groove nuts.
The utility model reinforcing bar intermediate plate prestressed stretch-draw anchor block carrying dynamics is strong, and anchor block anchoring property is greatly improved, and detachable moveable is repeatedly used, and moves back anchor rate high, has enough stretching forces of answering in advance, and applied widely.Described backing plate 7 is provided with steam vent, has good permeability; Described loaded plate 9 is provided with taper hole, and its cone angle is six degree to seven degree, can better carry dynamics; Described pre-buried leveling steel plate 8 is connected with floor 1 by six groove nuts, and switching performance is stable, can not come off.
Taking above-mentioned foundation desirable embodiment of the present utility model as enlightenment, by above-mentioned description, relevant staff can, not departing from the scope of this utility model technological thought, carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to claim scope.

Claims (4)

1. a reinforcing bar intermediate plate prestressed stretch-draw anchor block, comprise floor, it is characterized in that: on floor, be respectively equipped with prestressed thick reinforcement tied silk anchor and pre-embedded bolt, floor one side is provided with pre-buried leveling steel plate, pre-buried leveling steel plate adopts L-type structure, prestressed thick reinforcement tied silk anchor and pre-embedded bolt are all connected by trip bolt with pre-buried leveling steel plate through floor, the long limit of pre-buried leveling steel plate is provided with backing plate, backing plate bottom coordinates with pre-buried leveling steel plate, and entirety is by ribbed stiffener fixing and locking, backing plate top is provided with loaded plate, loaded plate removably connects by backing plate and carbon fibre bar and pre-buried leveling steel plate respectively, backing plate and carbon fibre bar are two, loaded plate upper surface is provided with strand tapered anchorage, strand tapered anchorage adopts two-piece type structure, after its two combinations, be connected by power transmission steel plate, power transmission steel plate top is concordant with strand tapered anchorage, its bottom arranges through loaded plate and pre-buried leveling steel plate respectively.
2. reinforcing bar intermediate plate prestressed stretch-draw anchor block according to claim 1, is characterized in that: described backing plate is provided with steam vent.
3. reinforcing bar intermediate plate prestressed stretch-draw anchor block according to claim 1, is characterized in that: described loaded plate is provided with taper hole, and its cone angle is six degree to seven degree.
4. reinforcing bar intermediate plate prestressed stretch-draw anchor block according to claim 1, is characterized in that: described pre-buried leveling steel plate is connected with floor by six groove nuts.
CN201320777116.7U 2013-12-02 2013-12-02 Pre-stress tension anchor block for reinforcing bar clamping piece Expired - Fee Related CN203742080U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320777116.7U CN203742080U (en) 2013-12-02 2013-12-02 Pre-stress tension anchor block for reinforcing bar clamping piece

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320777116.7U CN203742080U (en) 2013-12-02 2013-12-02 Pre-stress tension anchor block for reinforcing bar clamping piece

Publications (1)

Publication Number Publication Date
CN203742080U true CN203742080U (en) 2014-07-30

Family

ID=51341899

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320777116.7U Expired - Fee Related CN203742080U (en) 2013-12-02 2013-12-02 Pre-stress tension anchor block for reinforcing bar clamping piece

Country Status (1)

Country Link
CN (1) CN203742080U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104110100A (en) * 2013-12-02 2014-10-22 成都绿迪科技有限公司 Steel bar clip pre-stress tensioning anchor block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104110100A (en) * 2013-12-02 2014-10-22 成都绿迪科技有限公司 Steel bar clip pre-stress tensioning anchor block

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: WU ZHUOLUN

Free format text: FORMER OWNER: CHENGDU LVDI TECHNOLOGY CO., LTD.

Effective date: 20141015

Owner name: WU RUIYOU

Effective date: 20141015

Owner name: GUANGDONG TIANLIFANG CONSTRUCTION CO., LTD.

Free format text: FORMER OWNER: WU ZHUOLUN

Effective date: 20141015

Free format text: FORMER OWNER: WU RUIYOU

Effective date: 20141015

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 529500 YANGJIANG, GUANGDONG PROVINCE TO: 529999 YANGJIANG, GUANGDONG PROVINCE

Free format text: CORRECT: ADDRESS; FROM: 610000 CHENGDU, SICHUAN PROVINCE TO: 529500 YANGJIANG, GUANGDONG PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20141015

Address after: 529500, No. six, Lane 16, East Lake First Street, Jiangcheng District, Guangdong, Yangjiang

Patentee after: Wu Zhuolun

Patentee after: Wu Ruiyou

Address before: 610000 Jinjiang District, Chengdu, East Street, 18-32 No. 1, floor 5, layer 517,

Patentee before: Chengdu Lyudi Technology Co., Ltd.

Effective date of registration: 20141015

Address after: 529999, No. 70, Xinchang Road, Dongcheng Town, Yangdong County, Guangdong, Yangjiang

Patentee after: Guangdong sky cube Construction Co., Ltd.

Address before: 529500, No. six, Lane 16, East Lake First Street, Jiangcheng District, Guangdong, Yangjiang

Patentee before: Wu Zhuolun

Patentee before: Wu Ruiyou

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

Granted publication date: 20140730

Termination date: 20141202

EXPY Termination of patent right or utility model