CN205301084U - Experimental counter -force device is drawn to tunnel stock - Google Patents
Experimental counter -force device is drawn to tunnel stock Download PDFInfo
- Publication number
- CN205301084U CN205301084U CN201620050056.2U CN201620050056U CN205301084U CN 205301084 U CN205301084 U CN 205301084U CN 201620050056 U CN201620050056 U CN 201620050056U CN 205301084 U CN205301084 U CN 205301084U
- Authority
- CN
- China
- Prior art keywords
- anchor pole
- tunnel
- ground tackle
- stock
- screw block
- 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
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an experimental counter -force device is drawn to tunnel stock belongs to tunnel engineering technical field, including being used in the die pull ground tackle on the stock and exerting the jack of die pull to the ground tackle, still include through adapter sleeve and stock be connected fix carry out the support cover that supports with long anchor rod with to the jack, add long anchor rod and pass in proper order and support the via hole that sets up on cover, the jack and be connected the fastening with the ground tackle, will support set, jack, ground tackle compress tightly together on the tunnel country rock. The utility model discloses an it can increase the effective length of stock to add long anchor rod, can draw the experiment to the stock that awaits measuring of reserving insufficient length to ensure engineering quality, reduced safety accident's emergence.
Description
Technical field
The utility model belongs to Tunnel Engineering technical field, is specifically related to a kind of tunnel anchor pole pull-out test counterforce device.
Background technology
In the structural concrete reinforcing engineerings such as highway subgrade slope reinforcing, the supporting of tunnel surrounding initial stage, Tunnel Second Lining concrete strengthening, bridge, anchor pole can increase the concrete cohesive force of post-reinforcing effectively, increase slip resistance and supporting capacity, therefore the anchor force of anchor pole is very important data, in order to the anchor force of testing inspection crotch anchor pole, general application drawing instrument screw block carries out pull-out test detection.
In existing anchor pole pull-out test, generally all require the reserved certain length (about 30cm) of test anchor shaft anchor cable, to ensure the enforcement of pull-out test. Pre-allowance is too short, does not just possess test conditions, cannot carry out the testing inspection of anchor pole drawing. In order to accomplish the random inspection to anchor bolt construction quality, a lot of unit in charge of construction utilizes the drawback of this length in reserve, by the anchor shaft anchor cable to be checked of length in reserve, strictly constructs on request, and detected result is complete qualified existing; And the anchor shaft anchor cable of non-length in reserve, then to use inferior materials and turn out substandard goods, the construction quality extreme difference of anchor shaft anchor cable, makes pull-out test implement, and seriously affects the quality of tunnel surrounding and side slope.
Practical novel content
In view of this, the purpose of this utility model is to provide a kind of tunnel anchor pole pull-out test counterforce device, to solve the problem that cannot carry out effective pull-out test and cause seriously affecting tunnel surrounding and side slope quality that prior art exists owing to anchor pole length in reserve is not enough.
The purpose of this utility model is achieved through the following technical solutions:
A kind of tunnel anchor pole pull-out test counterforce device, comprise the ground tackle that can act on anchor pole by drawing force and ground tackle is applied the screw block of drawing force, also comprise the lengthening anchor pole being connected and fixed by adapter sleeve and anchor pole and the support set supported by screw block, described lengthening anchor pole passes the hole of crossing arranged on support set, screw block successively and is connected with ground tackle fastening, support set, screw block, ground tackle is pressed on together on tunnel surrounding.
Further, described support set is the cylindrical steel cylinder that one end open one end is closed, and is provided with protecting sheet between its opening end and tunnel surrounding, and described screw block acts on the outer face of blind end.
Further, between described adapter sleeve with anchor pole and lengthening anchor pole, all employing is threaded.
Further, the axis of described lengthening anchor pole overlaps with the axis of support set and screw block.
The beneficial effects of the utility model are:
The utility model can increase the useful length of anchor pole by lengthening anchor pole, the anchor shaft anchor cable to be measured of length in reserve deficiency can be carried out effective pull-out test, guaranteeing construction quality, in farthest preventing tunnel surrounding or slope project to reinforce, the phenomenon of using inferior materials and turning out substandard goods of anchor shaft anchor cable occurs; Meanwhile, also solve, by support set, the difficult problem that tunnel anchor pole pulling test screw block not easily fixes.
Other advantages of the present utility model, target and feature will be set forth to a certain extent in the following description, and to a certain extent, based on will be apparent to those skilled in the art to investigating hereafter, or can be instructed from practice of the present utility model. Target of the present utility model and other advantages can be realized by specification sheets below and obtain.
Accompanying drawing explanation
In order to make the purpose of this utility model, technical scheme and advantage clearly, below in conjunction with accompanying drawing, the utility model is described in further detail, wherein:
Fig. 1 is the structural representation of a kind of tunnel of the utility model anchor pole pull-out test counterforce device.
Embodiment
Hereinafter with reference to accompanying drawing, preferred embodiment of the present utility model is described in detail. It is to be understood that preferred embodiment is only in order to illustrate the utility model, instead of in order to limit protection domain of the present utility model.
As shown in the figure, a kind of tunnel anchor pole pull-out test counterforce device of the present embodiment, comprise the ground tackle 2 that drawing force can be acted on anchor pole 8 and the screw block 3 that ground tackle 2 is applied drawing force, also comprise the lengthening anchor pole 1 being connected and fixed by adapter sleeve 5 and anchor pole 8 and the support set 4 supported by screw block 3, described lengthening anchor pole 1 is successively through support set 4, the hole of crossing arranged on screw block 3 is connected fastening with ground tackle 2, it is beneficial to support set 4, screw block 3, ground tackle 2 is pressed on tunnel surrounding 7 together, carry out pull-out test, when specifically implementing, by support set 4, the hole of crossing of screw block 3 is arranged on respective center, even if the axis lengthening anchor pole 1 overlaps with the axis of support set 4 and screw block 3, make drawing force proportionality action in lengthening on anchor pole, obtain result accurately.
By lengthening, former anchor pole can effectively be lengthened the present embodiment by anchor pole, the anchor shaft anchor cable to be measured of length in reserve deficiency can be carried out effective pull-out test, can guaranteeing construction quality, in farthest preventing tunnel surrounding or slope project to reinforce, the phenomenon of using inferior materials and turning out substandard goods of anchor shaft anchor cable occurs; Meanwhile, also solve, by support set, the difficult problem that tunnel anchor pole pulling test screw block not easily fixes.
In the present embodiment; the cylindrical steel cylinder that described support set 4 is closed for one end open one end; tensile strength is higher; bearing capacity is strong; being provided with protecting sheet 5 between its opening end and tunnel surrounding 7, described screw block acts on the outer face of blind end, and protecting sheet 5 increases and tunnel surrounding contact area; reduce footprint pressure, it is to increase the accuracy of its bearing capacity and experiment.
In the present embodiment, all adopt between described adapter sleeve 5 with anchor pole 8 and lengthening anchor pole 1 and it is threaded, being threaded relatively, other flexible connection can be shorter, the risk that minimizing cannot be tested, simultaneously, it is possible to carry out the regulation of length of thread, raising can test rate, meanwhile, also fast and easy connects, it is to increase conventional efficient.
What finally illustrate is, above embodiment is only in order to illustrate the technical solution of the utility model and unrestricted, although the utility model being described in detail with reference to better embodiment, it will be understood by those within the art that, the technical solution of the utility model can be modified or equivalent replacement, and not departing from objective and the scope of the technical program, it all should be encompassed in the middle of right of the present utility model.
Claims (4)
1. a tunnel anchor pole pull-out test counterforce device, comprise the ground tackle that can act on anchor pole by drawing force and ground tackle is applied the screw block of drawing force, it is characterized in that: also comprise the lengthening anchor pole being connected and fixed by adapter sleeve and anchor pole and the support set supported by screw block, described lengthening anchor pole passes the hole of crossing arranged on support set, screw block successively and is connected with ground tackle fastening, support set, screw block, ground tackle is pressed on together on tunnel surrounding.
2. a kind of tunnel according to claim 1 anchor pole pull-out test counterforce device; it is characterized in that: described support set is the cylindrical steel cylinder that one end open one end is closed; being provided with protecting sheet between its opening end and tunnel surrounding, described screw block acts on the outer face of blind end.
3. a kind of tunnel according to claim 1 anchor pole pull-out test counterforce device, it is characterised in that: all adopt between described adapter sleeve with anchor pole and lengthening anchor pole and it is threaded.
4. a kind of tunnel according to claim 1 anchor pole pull-out test counterforce device, it is characterised in that: the axis of described lengthening anchor pole overlaps with the axis of support set and screw block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620050056.2U CN205301084U (en) | 2016-01-19 | 2016-01-19 | Experimental counter -force device is drawn to tunnel stock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620050056.2U CN205301084U (en) | 2016-01-19 | 2016-01-19 | Experimental counter -force device is drawn to tunnel stock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205301084U true CN205301084U (en) | 2016-06-08 |
Family
ID=56428669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620050056.2U Expired - Fee Related CN205301084U (en) | 2016-01-19 | 2016-01-19 | Experimental counter -force device is drawn to tunnel stock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205301084U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106092880A (en) * | 2016-07-21 | 2016-11-09 | 中南安全环境技术研究院有限公司 | A kind of Site Detection deck paving interlayer bonding pull strength device and detection method |
| CN108051129A (en) * | 2017-12-30 | 2018-05-18 | 天津市九方煤矿机械制造有限公司 | A kind of mine anchor rod tensiometer |
| CN108225894A (en) * | 2018-01-17 | 2018-06-29 | 长安大学 | A kind of reaction support and application method for anchor rod drawing experiment |
| CN109406287A (en) * | 2018-12-25 | 2019-03-01 | 中铁十七局集团第三工程有限公司 | The pull-out test device of postposition conduit chemical anchor bolts |
| CN110927058A (en) * | 2019-11-22 | 2020-03-27 | 中冶(北京)交通科技发展有限公司 | Tunnel and roadbed anchor rod drawing device |
| CN112611626A (en) * | 2020-11-19 | 2021-04-06 | 铜陵有色金属集团铜冠建筑安装股份有限公司 | Expansion type connecting device for anchor rod drawing test |
| CN112630027A (en) * | 2020-12-09 | 2021-04-09 | 北京中交桥宇科技有限公司 | Loading method of tunnel anchor rod load |
| CN113740164A (en) * | 2021-07-29 | 2021-12-03 | 北京铁研建设监理有限责任公司 | Anchor rod drawing equipment |
| CN114184482A (en) * | 2021-03-09 | 2022-03-15 | 中国水利水电第九工程局有限公司 | Quantitative test method for tensile force resistance of anchor rod |
| CN115235987A (en) * | 2022-07-07 | 2022-10-25 | 北京交通大学 | Reverse drawing type sprayed concrete bonding strength testing device and method |
-
2016
- 2016-01-19 CN CN201620050056.2U patent/CN205301084U/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106092880A (en) * | 2016-07-21 | 2016-11-09 | 中南安全环境技术研究院有限公司 | A kind of Site Detection deck paving interlayer bonding pull strength device and detection method |
| CN106092880B (en) * | 2016-07-21 | 2018-12-28 | 中南安全环境技术研究院有限公司 | A kind of on-site test deck paving interlayer bonding pull strength device and detection method |
| CN108051129A (en) * | 2017-12-30 | 2018-05-18 | 天津市九方煤矿机械制造有限公司 | A kind of mine anchor rod tensiometer |
| CN108051129B (en) * | 2017-12-30 | 2024-06-04 | 天津市九方煤矿机械制造有限公司 | Mining anchor rod tension meter |
| CN108225894A (en) * | 2018-01-17 | 2018-06-29 | 长安大学 | A kind of reaction support and application method for anchor rod drawing experiment |
| CN108225894B (en) * | 2018-01-17 | 2020-09-15 | 长安大学 | Counter-force support for anchor rod drawing test and use method |
| CN109406287A (en) * | 2018-12-25 | 2019-03-01 | 中铁十七局集团第三工程有限公司 | The pull-out test device of postposition conduit chemical anchor bolts |
| CN110927058A (en) * | 2019-11-22 | 2020-03-27 | 中冶(北京)交通科技发展有限公司 | Tunnel and roadbed anchor rod drawing device |
| CN112611626B (en) * | 2020-11-19 | 2022-12-27 | 铜陵有色金属集团铜冠建筑安装股份有限公司 | Expansion type connecting device for anchor rod drawing test |
| CN112611626A (en) * | 2020-11-19 | 2021-04-06 | 铜陵有色金属集团铜冠建筑安装股份有限公司 | Expansion type connecting device for anchor rod drawing test |
| CN112630027A (en) * | 2020-12-09 | 2021-04-09 | 北京中交桥宇科技有限公司 | Loading method of tunnel anchor rod load |
| CN114184482A (en) * | 2021-03-09 | 2022-03-15 | 中国水利水电第九工程局有限公司 | Quantitative test method for tensile force resistance of anchor rod |
| CN114184482B (en) * | 2021-03-09 | 2024-07-26 | 中国水利水电第九工程局有限公司 | Quantitative test method for pullout resistance of anchor rod |
| CN113740164A (en) * | 2021-07-29 | 2021-12-03 | 北京铁研建设监理有限责任公司 | Anchor rod drawing equipment |
| CN113740164B (en) * | 2021-07-29 | 2024-05-10 | 北京铁研建设监理有限责任公司 | Anchor rod drawing equipment |
| CN115235987A (en) * | 2022-07-07 | 2022-10-25 | 北京交通大学 | Reverse drawing type sprayed concrete bonding strength testing device and method |
| CN115235987B (en) * | 2022-07-07 | 2024-10-01 | 北京交通大学 | Reverse drawing type sprayed concrete bonding strength testing device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205301084U (en) | Experimental counter -force device is drawn to tunnel stock | |
| CN205301083U (en) | Experimental auxiliary device of tunnel stock | |
| CN102252906B (en) | Clayey soil strain control type uniaxial extension meter | |
| CN107478512A (en) | A kind of detection means and detection method of sleeve grouting quality | |
| CN104792626A (en) | Experimental device of FRP rib durability under stretching stress and environment coupling effect | |
| CN208588614U (en) | A kind of static load anchoring performance experimental rig | |
| CN105352884B (en) | Test the experimental method and component of concrete and coal, rock or concrete adhesion strength | |
| CN202041167U (en) | Three-way deformation measuring device for surrounding rock in drilling hole | |
| CN201681020U (en) | Fixture for toroidal tensile test of thin pipe | |
| CN203929292U (en) | A kind of prestress anchorage cable stress distribution proving installation | |
| CN102720515A (en) | Fiber bragg grating prestress measurement anchor rod and application method thereof | |
| CN107478719B (en) | Structure and method for detecting post-grouting sleeve type steel bar joint by built-in vibration test method | |
| CN207163818U (en) | A kind of rectangular slat sheet-type test specimen tensile test fixture | |
| CN107449661A (en) | A kind of rectangular slat sheet-type test specimen tensile test fixture | |
| CN104792622A (en) | Bolt and cable pull-out strength tester | |
| CN207567743U (en) | A kind of soil pressure cell fixing device | |
| CN202693170U (en) | Fiber Bragg grating pre-stressed force-measuring rock bolt | |
| CN202788894U (en) | Prestressing force measuring anchor stock | |
| CN207570908U (en) | A kind of double anchor tensile testing systems | |
| CN109707426A (en) | It is a kind of for monitoring the protective device and method of roadway bolt stress variation | |
| CN206410929U (en) | A kind of anchor rod drawing instrument connector | |
| CN204882249U (en) | Normal position rock tensile strength test device | |
| CN205370620U (en) | Stock anchor power monitoring and early warning device | |
| CN204188461U (en) | A kind of screw measurer for pulling force | |
| CN211200501U (en) | From multichannel supersound survey stake appearance of taking protective structure |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160608 Termination date: 20180119 |