CN203742080U - Pre-stress tension anchor block for reinforcing bar clamping piece - Google Patents
Pre-stress tension anchor block for reinforcing bar clamping piece Download PDFInfo
- 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
Links
- 230000003014 reinforcing Effects 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 8
- 229910052799 carbon Inorganic materials 0.000 claims description 8
- 239000000835 fiber Substances 0.000 claims description 8
- 230000005540 biological transmission Effects 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000003351 stiffener Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000004873 anchoring Methods 0.000 abstract description 4
- 210000000614 Ribs Anatomy 0.000 abstract 3
- 229920000049 Carbon (fiber) Polymers 0.000 abstract 2
- 239000004917 carbon fiber Substances 0.000 abstract 2
- 238000005096 rolling process Methods 0.000 abstract 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 239000003721 gunpowder Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
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
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.
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)
| 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 |
-
2013
- 2013-12-02 CN CN201320777116.7U patent/CN203742080U/en not_active Expired - Fee Related
Cited By (1)
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204919347U (en) | Iron wedge support system with adjustable pier is accepted bent cap construction and is used | |
| CN204386197U (en) | The horizontal protective platform of a kind of Super High alien invasion steel work | |
| CN203096942U (en) | Pre-cast nut for fabricated structure | |
| CN204001436U (en) | A kind of constructing structure that guarantees topping at the bottom of beam, deck-molding and thickness of slab | |
| CN104110100A (en) | Steel bar clip pre-stress tensioning anchor block | |
| CN204023411U (en) | Novel assembled bracket bracket construction equipment | |
| CN203742080U (en) | Pre-stress tension anchor block for reinforcing bar clamping piece | |
| CN203924147U (en) | The compound counterforce device of anchoring pile ballast | |
| CN202433253U (en) | Auxiliary device for pull-out test of hooked anchors | |
| CN202450548U (en) | Adjustable support for fundament of construction elevator on basement top plate | |
| CN202466586U (en) | Pressure-stabilizing and pile-sealing device for anchored and jacked pile | |
| CN202787668U (en) | Rear bolt anchoring system for cantilever steel I-beam | |
| CN203383221U (en) | Foundation pit support structure formed by armoured concrete and steel structure | |
| CN201722937U (en) | Sliding platform for installation of net rack | |
| CN102587585A (en) | Flat turn regulation pre-tightening type directional clamping anchor | |
| CN203547114U (en) | Wall connecting assembly | |
| CN203049469U (en) | Counter weight device for cantilever asymmetrical construction or large-span bridge construction | |
| CN203569597U (en) | Counterforce traction device for single-pile static load test | |
| CN203582268U (en) | Clamp for unloading front-section column of steel structure on site | |
| CN202866285U (en) | Adjustable template connecting component | |
| CN203559314U (en) | Track fixing device of thickener | |
| CN203247601U (en) | Tower crane assembled base | |
| CN202000266U (en) | Supporting structure of bridge coping template | |
| CN203347246U (en) | Gap bridged limiting device for steel strand | |
| CN203879008U (en) | Floor penetrating anchoring type overhang unloading steel platform |
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 |