CN103033305A - Open self-hanging type full-automatic embedded steel bar anchoring force detector - Google Patents
Open self-hanging type full-automatic embedded steel bar anchoring force detector Download PDFInfo
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- CN103033305A CN103033305A CN2012105581492A CN201210558149A CN103033305A CN 103033305 A CN103033305 A CN 103033305A CN 2012105581492 A CN2012105581492 A CN 2012105581492A CN 201210558149 A CN201210558149 A CN 201210558149A CN 103033305 A CN103033305 A CN 103033305A
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- self
- hanging
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- steel bar
- hang device
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The invention discloses an open self-hanging type full-automatic embedded steel bar anchoring force detector which comprises a front self-hanging device, a hydraulic device, a rear self-hanging device and a self-clamping device. The front self-hanging device is fixedly connected with an oil cylinder of the hydraulic device, and the rear self-hanging device and the self-clamping device are both fixedly connected with a piston of the hydraulic device. Due to the fact that a hanging method is used for measuring adhesive strength, a steel bar does not need to be cut, labor and materials are saved, and an existing welding process after detection is eliminated.
Description
Technical field
The present invention relates to the building implement technical field, the full-automatic bar planting anchor force of especially a kind of opening self-hanging detector.
Background technology
At scenes such as building site or civil engineerings, in work progress, be proof strength, need embedded bar, during embedded bar, reinforcing bar and body of wall need to be bonding with glue special.Reinforcing bar is pre-buried finish after, usually need to detect, come test mass whether up to standard, need be with special-purpose instrument during detection, namely drawing instrument also is the embedded bar drawing instrument, perhaps bar planting anchor force detector.Detector of the prior art, when detecting, because the reinforcing bar other end is hook shape, usually near bending near the reinforcing bar top, cut off, could be inserted into reinforcing bar in the detector like this, when detecting, one end withstands body of wall, and the other end is that jaw clamps reinforcing bar, and middle buying oil for hydraulic cylinder, by pitcher pump enters hydraulic cylinder, this version can be the hollow sleeve cartridge type, measures by oil pressure numerical value.The drawback of this detection mode needs to cut off reinforcing bar exactly, needs to weld after cutting off again, and has many times just no longer welded on the actual building site, perhaps at will welds, causes the insufficient strength of reinforcing bar.
Summary of the invention
The present invention is directed to the deficiencies in the prior art, propose the full-automatic bar planting anchor force of a kind of opening self-hanging detector, need not to cut off reinforcing bar, can test the bonding strength between reinforcing bar and the body of wall.
In order to realize the foregoing invention purpose, the invention provides following technical scheme: the full-automatic bar planting anchor force of a kind of opening self-hanging detector, before comprising from hang device, hydraulic means, afterwards from hang device with from clamp device, before be fixedly connected with the oil cylinder of hydraulic means from hang device, rear from hang device with all be fixedly connected with the piston of hydraulic means from clamp device.
Further, be provided with groove from hang device before this, in this groove, be provided with hook.
Further, should be provided with skewed slot and the wedge shape pincers piece corresponding with skewed slot from clamp device.
Further, should be provided with the spring that leans on wedge shape pincers piece from clamp device.
Further, be provided with tooth bar, gear and button from hang device after this, gear is located between tooth bar and the button, and respectively tooth bar and push button teeth engagement of gear.
Compared with prior art, the present invention has the following advantages: before the utilization of the full-automatic bar planting anchor force of the present invention detector from hang device with directly hang on the lengths of rebar of test from hang device section afterwards, before lean body of wall from hang device, from the clamping device clamps reinforcing bar, the primer fluid pressure device can be tested bonding force between reinforcing bar and the body of wall.Owing to adopt hang to measure bonding force, need not to cut off reinforcing bar, saved manpower and materials, saved the again welding process after the existing test.
Description of drawings
Fig. 1 is structural representation of the present invention;
Fig. 2 is front structural representation from hang device;
Fig. 3 is rear structural representation from hang device;
Fig. 4 is the structural representation from clamp device;
Fig. 5 be among Fig. 4 A-A to view.
Embodiment
Describe the present invention below in conjunction with concrete accompanying drawing, the description of this part only is exemplary and explanatory, should any restriction not arranged to protection scope of the present invention.
The full-automatic bar planting anchor force of a kind of opening self-hanging detector as shown in Figure 1, before comprising from hang device 1, hydraulic means 2, afterwards from hang device 4 with from clamp device 3, before be fixedly connected with the oil cylinder 21 of hydraulic means 2 from hang device 1, rear from hang device 4 with all be fixedly connected with the piston 22 of hydraulic means 2 from clamp device 3.
Primer fluid pressure device 2, piston 22 stretches out from oil cylinder 21 slidably, thereby prolongs front from hang device 1 and rear distance between hang device 4; Owing in application, lean on body of wall from hang device 1 front, clamp reinforcing bar along with piston 22 moves from clamp device 3, reach the full-automatic purpose that detects of bar planting anchor force.
From the structure of hang device 1 as shown in Figure 2, this device is provided with groove 11, is provided with hook 12 in this groove 11 before wherein above-mentioned, and reinforcing bar is axially placed along groove 11, links up with 12 and tangles reinforcing bar; Lean on body of wall from hang device 1 owing to front, groove 11 places and glue separate, convenient accurately test.
From the structure of hang device 4 as shown in Figure 3, which is provided with tooth bar 41, gear 42 and button 43 after above-mentioned, gear 42 is located between tooth bar 41 and the button 43, and respectively tooth bars 41 and the engagement of button 43 teeth of gear 42; Press the button 43,42 rotations of tooth transmission driven wheel, thus can be with carry-over bar 41 to move; In the use, reinforcing bar is placed in the groove of tooth bar 41 ends, release button 43, tooth bar 41 block reinforcing bar.
Above-mentioned from clamp device 3 shown in Figure 4 and 5, which is provided with skewed slot and the wedge shape corresponding with skewed slot pincers piece 31, lean the spring 32 on wedge shape pincers piece 31; Reinforcing bar drives wedge shape pincers piece 31 and moves in skewed slot in drawing process, thereby causes the gap between the wedge shape pincers piece 31 to reduce reinforcing bar is blocked.And spring 32 plays the effect of temporarily blocking reinforcing bar before reinforcing bar is not by drawing.
Claims (5)
1. the full-automatic bar planting anchor force of opening self-hanging detector, it is characterized in that: before comprising from hang device, hydraulic means, afterwards from hang device with from clamp device, before be fixedly connected with the oil cylinder of hydraulic means from hang device, rear from hang device with all be fixedly connected with the piston of hydraulic means from clamp device.
2. the full-automatic bar planting anchor force of opening self-hanging detector as claimed in claim 1 is characterized in that: be provided with groove from hang device before this, be provided with hook in this groove.
3. the full-automatic bar planting anchor force of opening self-hanging detector as claimed in claim 1 is characterized in that: should be provided with skewed slot and the wedge shape pincers piece corresponding with skewed slot from clamp device.
4. the full-automatic bar planting anchor force of opening self-hanging detector as claimed in claim 3 is characterized in that: should be provided with the spring that leans on wedge shape pincers piece from clamp device.
5. the full-automatic bar planting anchor force of opening self-hanging detector as claimed in claim 1, it is characterized in that: be provided with tooth bar, gear and button from hang device after this, gear is located between tooth bar and the button, and respectively tooth bar and push button teeth engagement of gear.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210558149.2A CN103033305B (en) | 2012-12-20 | 2012-12-20 | Opening self-hanging full-automatic plant anchor power detector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210558149.2A CN103033305B (en) | 2012-12-20 | 2012-12-20 | Opening self-hanging full-automatic plant anchor power detector |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103033305A true CN103033305A (en) | 2013-04-10 |
| CN103033305B CN103033305B (en) | 2015-09-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210558149.2A Active CN103033305B (en) | 2012-12-20 | 2012-12-20 | Opening self-hanging full-automatic plant anchor power detector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103033305B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105750861A (en) * | 2016-03-18 | 2016-07-13 | 浙江大泰科技股份有限公司 | Automatic assembling device for floor bearing plate reinforcing bar trusses |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2171110Y (en) * | 1993-03-31 | 1994-07-06 | 谢先彪 | Foundation anchor pile stretching resistance experimental device |
| CN2288964Y (en) * | 1997-03-24 | 1998-08-26 | 冶金工业部建筑研究总院 | Open stretch-draw jack |
| JP2001133392A (en) * | 1999-11-08 | 2001-05-18 | Okabe Co Ltd | Measuring method of fixing force for anchor material |
| CN202974537U (en) * | 2012-12-20 | 2013-06-05 | 王曦 | Opened self-hanging type full-automatic post-embedding force measuring instrument |
-
2012
- 2012-12-20 CN CN201210558149.2A patent/CN103033305B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2171110Y (en) * | 1993-03-31 | 1994-07-06 | 谢先彪 | Foundation anchor pile stretching resistance experimental device |
| CN2288964Y (en) * | 1997-03-24 | 1998-08-26 | 冶金工业部建筑研究总院 | Open stretch-draw jack |
| JP2001133392A (en) * | 1999-11-08 | 2001-05-18 | Okabe Co Ltd | Measuring method of fixing force for anchor material |
| CN202974537U (en) * | 2012-12-20 | 2013-06-05 | 王曦 | Opened self-hanging type full-automatic post-embedding force measuring instrument |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105750861A (en) * | 2016-03-18 | 2016-07-13 | 浙江大泰科技股份有限公司 | Automatic assembling device for floor bearing plate reinforcing bar trusses |
| CN105750861B (en) * | 2016-03-18 | 2019-02-05 | 浙江中益建材科技有限公司 | A kind of floor support plate steel bar girder automatic assembling apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103033305B (en) | 2015-09-16 |
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