CN107589015A - A kind of geosynthetics stretching or drawing test clamp device - Google Patents
A kind of geosynthetics stretching or drawing test clamp device Download PDFInfo
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- 238000012360 testing method Methods 0.000 title abstract description 24
- 230000007246 mechanism Effects 0.000 claims abstract description 30
- 238000007586 pull-out test Methods 0.000 claims abstract description 17
- 238000009864 tensile test Methods 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 claims abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000001012 protector Effects 0.000 claims description 3
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 229920002994 synthetic fiber Polymers 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
本发明涉及一种土工合成材料拉伸或拉拔试验夹具装置,包括上部活动横梁、下部固定横梁、竖向固定刚性拉杆、上盘夹具、下盘夹具、与控制单元连接的外部伸缩机构以及内部伸缩机构,下盘夹具固定安装在下部固定横梁上,竖向固定刚性拉杆固定安装在下部固定横梁上,上部活动横梁穿过竖向固定刚性拉杆并可沿其上下移动,上盘夹具位于下盘夹具的上部,两侧通过连接件与上部活动横梁连接,外部伸缩机构设于上部活动横梁和下部固定横梁之间,内部伸缩机构安装在上盘夹具与上部活动横梁之间。本装置采用能自动伸缩的电动伸缩杆,避免拧螺杆的繁琐过程,使操作更加简洁,同时为试样在其宽度方向上提供均匀的夹持力,从而使试验结果更加精确。
The invention relates to a fixture device for tensile or pull-out tests of geosynthetic materials, which comprises an upper movable beam, a lower fixed beam, a vertically fixed rigid rod, an upper plate clamp, a lower plate clamp, an external telescopic mechanism connected with a control unit, and an internal Telescopic mechanism, the lower plate fixture is fixedly installed on the lower fixed beam, the vertical fixed rigid rod is fixedly installed on the lower fixed beam, the upper movable beam passes through the vertical fixed rigid rod and can move up and down along it, and the upper plate clamp is located on the lower plate The upper part of the clamp is connected with the upper movable beam through connecting pieces on both sides, the external telescopic mechanism is arranged between the upper movable beam and the lower fixed beam, and the internal telescopic mechanism is installed between the upper clamp and the upper movable beam. The device adopts an electric telescopic rod that can be automatically retracted, avoiding the cumbersome process of screwing the screw, making the operation simpler, and at the same time providing a uniform clamping force for the sample in its width direction, so that the test result is more accurate.
Description
技术领域technical field
本发明属于岩土工程技术领域,具体涉及一种土工合成材料拉伸或拉拔试验夹具装置。The invention belongs to the technical field of geotechnical engineering, and in particular relates to a fixture device for tensile or pull-out test of geotechnical synthetic materials.
背景技术Background technique
在土工合成材料拉伸或拉拔试验中,通过拧紧螺纹杆获得夹持力,这种操作不仅繁琐,而且容易造成在土工合成材料宽度方向上产生不均匀的夹持力,影响试验结果的精确性。中国专利201710191404.7公开了一种便携式土工合成材料综合实验仪,包括垂直加压装置、剪切盒、驱动装置、数据采集装置、拉伸剥离实验装置和可折叠支架的试验仪,位移传感装置,其中,所述垂直加压装置通过螺栓固定于试验仪支架,剪切盒下部设有固定于支座上带滚珠的可滑动滑槽,使剪切盒能够在长度方向自由的滑动,驱动装置通过螺栓和铁杆固定于试验仪的一端,数据采集装置通过支架固定于试验仪支架的另一端,拉伸剥离实验装置通过T形滑轨和支座固定于试验仪支架上部,可折叠支架通过安装金属折页可以方便的进行折叠。该实验仪可以完成土的直剪实验和土工合成材料的拉伸、摩擦、剥离、拉拔实验,提高实验是效率和实验结果的一致性,满足不同地点实验是需求。但该装置在试样测试时操作比较繁琐,导致测试效率低,且试样在其宽度方向上的受力不均匀,影响结果的准确性。In the tensile or pull-out test of geosynthetics, the clamping force is obtained by tightening the threaded rod. This operation is not only cumbersome, but also easily causes uneven clamping force in the width direction of the geosynthetics, which affects the accuracy of the test results. sex. Chinese patent 201710191404.7 discloses a portable comprehensive tester for geosynthetics, including a vertical pressure device, a shear box, a drive device, a data acquisition device, a tensile peeling test device and a foldable support tester, a displacement sensing device, Wherein, the vertical pressurizing device is fixed to the tester bracket by bolts, the lower part of the shearing box is provided with a slidable chute with balls fixed on the support, so that the shearing box can slide freely in the length direction, and the driving device passes through Bolts and iron rods are fixed on one end of the tester, the data acquisition device is fixed on the other end of the tester bracket through the bracket, the tensile peeling test device is fixed on the upper part of the tester bracket through the T-shaped slide rail and the support, and the foldable bracket is installed through the metal The folding leaf can be folded conveniently. The tester can complete the direct shear test of soil and the tensile, friction, peeling and pulling tests of geosynthetics, improve the efficiency of the test and the consistency of the test results, and meet the needs of experiments in different locations. However, the device is cumbersome to operate when testing the sample, resulting in low testing efficiency, and the force on the sample in its width direction is not uniform, which affects the accuracy of the results.
发明内容Contents of the invention
本发明的目的就是为了解决上述问题而提供一种土工合成材料拉伸或拉拔试验夹具装置,解决试样繁琐安装过程以及试验结果不精确的问题。The object of the present invention is to provide a geosynthetic tensile or pull-out test fixture device in order to solve the above problems, so as to solve the problems of cumbersome installation process of samples and inaccurate test results.
本发明的目的通过以下技术方案实现:The object of the present invention is achieved through the following technical solutions:
一种土工合成材料拉伸或拉拔试验夹具装置,包括上部活动横梁、下部固定横梁、竖向固定刚性拉杆、上盘夹具、下盘夹具、与控制单元连接的外部伸缩机构以及内部伸缩机构,其中,所述的下盘夹具固定安装在下部固定横梁上,所述的竖向固定刚性拉杆固定安装在下部固定横梁上,并分布在下盘夹具的两侧,所述的上部活动横梁穿过竖向固定刚性拉杆并可沿其上下移动,所述的上盘夹具位于下盘夹具的上部,其两侧通过连接件与上部活动横梁连接,所述的外部伸缩机构设于上部活动横梁和下部固定横梁之间,并分布在竖向固定刚性拉杆的外侧,所述的内部伸缩机构安装在上盘夹具与上部活动横梁之间。A geosynthetic tensile or pull-out test fixture device, comprising an upper movable beam, a lower fixed beam, a vertically fixed rigid rod, an upper plate clamp, a lower plate clamp, an external telescopic mechanism connected with a control unit, and an internal telescopic mechanism, Wherein, the lower plate clamp is fixedly installed on the lower fixed beam, the vertical fixed rigid rod is fixedly installed on the lower fixed beam, and distributed on both sides of the lower plate clamp, and the upper movable beam passes through the vertical To the fixed rigid rod and can move up and down along it, the upper plate clamp is located on the upper part of the lower plate clamp, and its two sides are connected with the upper movable beam through the connecting piece, and the external telescopic mechanism is arranged on the upper movable beam and the lower fixed beam. Between the crossbeams and distributed on the outside of the vertically fixed rigid rods, the internal telescopic mechanism is installed between the upper plate clamp and the upper movable crossbeam.
进一步地,所述的外部伸缩机构和内部伸缩机构均为电动伸缩杆。Further, both the external telescopic mechanism and the internal telescopic mechanism are electric telescopic rods.
进一步地,所述的控制单元包括对内部伸缩机构和外部伸缩机构可分别进行控制的控制阀以及过流保护器,控制内部伸缩机构和外部伸缩机构进行伸长或收缩,且速率保持一致,保证测试的准确性。Further, the control unit includes a control valve and an overcurrent protector that can separately control the internal telescopic mechanism and the external telescopic mechanism, and controls the internal telescopic mechanism and the external telescopic mechanism to extend or contract, and the rate is kept consistent, ensuring The accuracy of the test.
进一步地,所述的竖向固定刚性拉杆设有U型卡槽以及U型钢卡子,试验中所需的夹持力由竖向固定刚性拉杆提供的反力获得。Further, the vertically fixed rigid rod is provided with a U-shaped clamping groove and a U-shaped steel clip, and the clamping force required in the test is obtained by the reaction force provided by the vertically fixed rigid rod.
进一步地,所述的上盘夹具底部设有多排圆弧凸起,所述的下盘夹具顶部设有与上盘夹具底部的圆弧凸起配合的圆弧凹槽。Further, the bottom of the upper disc clamp is provided with multiple rows of arc protrusions, and the top of the lower disc clamp is provided with arc grooves that cooperate with the arc protrusions at the bottom of the upper disc clamp.
进一步地,所述的圆弧凸起以及圆弧凹槽的表面设有防滑凸起。Further, the surfaces of the arc protrusions and arc grooves are provided with anti-slip protrusions.
进一步地,所述的防滑凸起采用上下错位布置的方式。Further, the above-mentioned anti-slip protrusions are arranged in a dislocation manner up and down.
进一步地,所述的内部伸缩机构设有3个,位于上盘夹具长度方向的四等分位置处,多点均匀受力从而使试样在其宽度方向上获得均匀的夹持力,使测试结果更为准确。Further, there are three internal telescoping mechanisms, which are located at the quartering position of the upper plate clamp in the length direction, and the force is applied evenly at multiple points so that the sample can obtain a uniform clamping force in the width direction, so that the test The result is more accurate.
进一步地,所述的连接件为铁链,通过伸长外部的电动伸缩杆将上盘夹具提升一定高度,方便取出土工合成材料。Further, the connecting piece is an iron chain, and the upper plate fixture is lifted to a certain height by extending the external electric telescopic rod, so as to facilitate the removal of the geosynthetic material.
进一步地,所述的竖向固定刚性拉杆、连接件以及外部伸缩机构对称性分布在下部固定横梁的两侧。Further, the vertical fixed rigid rods, connectors and external telescopic mechanisms are symmetrically distributed on both sides of the lower fixed beam.
具体试验时,首先取下U型钢卡子,利用外部电动伸缩杆将上部活动横梁顶升到一定高度,使上盘夹具与下盘夹具留出一定空间,然后将土工合成材料平放于该空间内,启动控制阀反向开关,使外部电动伸缩杆收缩,当上部活动横梁上表面下降到U型卡槽下方时,安装U型钢卡子,关闭外部电动伸缩杆,同时启动内部电动伸缩杆,使上下盘夹具咬合在一起,以对土工合成材料施加夹持力,然后进行土工合成材料拉伸或拉拔试验。试验结束后,取下U型钢卡子,重新启动外部电动伸缩杆并同时关闭内部电动伸缩杆,使上盘夹具在上部活动横梁以及铁链的作用下提升一定高度,然后取出土工合成材料,最后关闭外部电动伸缩杆即可。During the specific test, first remove the U-shaped steel clip, use the external electric telescopic rod to raise the upper movable beam to a certain height, leave a certain space between the upper plate clamp and the lower plate clamp, and then place the geosynthetic material flat in the space , start the reverse switch of the control valve to make the external electric telescopic rod contract. The disk grips are snapped together to apply a clamping force to the geosynthetics prior to performing the geosynthetics tensile or pull-out test. After the test, remove the U-shaped steel clamp, restart the external electric telescopic rod and close the internal electric telescopic rod at the same time, so that the upper plate clamp can be raised to a certain height under the action of the upper movable beam and iron chain, then take out the geosynthetic material, and finally close An external electric telescoping pole will suffice.
与现有技术相比,本装置采用能自动伸缩的电动伸缩杆,避免拧螺杆的繁琐过程,使操作更加简洁,同时为试样在其宽度方向上提供均匀的夹持力,从而使试验结果更加精确。Compared with the existing technology, this device adopts an electric telescopic rod that can automatically expand and contract, avoiding the cumbersome process of screwing the screw, making the operation more simple, and at the same time providing uniform clamping force for the sample in its width direction, so that the test results more precise.
附图说明Description of drawings
图1是本发明夹具装置的主视结构示意图;Fig. 1 is the schematic diagram of the front view structure of the fixture device of the present invention;
图2是本发明上盘夹具与下盘夹具的结构示意图;Fig. 2 is a schematic structural view of the upper plate clamp and the lower plate clamp of the present invention;
图中:1-上部活动横梁;2-竖向固定刚性拉杆;3-下部固定横梁;4-U型卡槽;5-内部电动伸缩杆;6-外部电动伸缩杆;7-上盘夹具;8-下盘夹具;9-铁链;10-圆弧凸起;11-圆弧凹槽;12-防滑凸起。In the figure: 1-upper movable beam; 2-vertically fixed rigid rod; 3-lower fixed beam; 4-U-shaped card slot; 5-internal electric telescopic rod; 6-external electric telescopic rod; 8-lower plate clamp; 9-iron chain; 10-arc protrusion; 11-arc groove; 12-anti-slip protrusion.
具体实施方式detailed description
下面结合附图和具体实施例对本发明进行详细说明。The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.
实施例1Example 1
如图1和图2所示的一种土工合成材料拉伸或拉拔试验夹具装置,包括由上部活动横梁1、具有U型卡槽4的竖向固定刚性拉杆2和下部固定横梁3组成的刚性架,用于提供夹持力的内部电动伸缩杆5,用于提升上盘夹具7的外部电动伸缩杆6和铁链9,具有圆弧凸起10、圆弧凹槽11和防滑凸起12的上盘夹具7以及下盘夹具8。下盘夹具8固定安装在下部固定横梁3上,竖向固定刚性拉杆2固定安装在下部固定横梁3上,并分布在下盘夹具8的两侧,上部活动横梁1穿过竖向固定刚性拉杆2并可沿其上下移动,上盘夹具7位于下盘夹具8的上部,其两侧通过铁链9与上部活动横梁1连接,外部电动伸缩杆6设于上部活动横梁1和下部固定横梁3之间,并分布在竖向固定刚性拉杆2的外侧,内部电动伸缩杆5安装在上盘夹具7与上部活动横梁1之间。控制单元包括对内部伸缩机构和外部伸缩机构可分别进行控制的控制阀以及过流保护器,控制内部伸缩机构和外部伸缩机构进行伸长或收缩,且速率保持一致,保证测试的准确性,竖向固定刚性拉杆设有U型卡槽4以及U型钢卡子,试验中所需的夹持力由竖向固定刚性拉杆提供的反力获得。圆弧凸起10以及圆弧凹槽11表面的防滑凸起12采用上下错位布置的方式。As shown in Figure 1 and Figure 2, a geosynthetic tensile or pull-out test fixture device includes an upper movable beam 1, a vertically fixed rigid rod 2 with a U-shaped slot 4 and a lower fixed beam 3. Rigid frame, internal electric telescopic rod 5 for providing clamping force, external electric telescopic rod 6 and iron chain 9 for lifting the upper plate clamp 7, with arc protrusions 10, arc grooves 11 and anti-skid protrusions 12 upper disc clamp 7 and lower disc clamp 8. The lower plate fixture 8 is fixedly installed on the lower fixed crossbeam 3, the vertically fixed rigid tie rod 2 is fixedly installed on the lower fixed crossbeam 3, and distributed on both sides of the lower plate fixture 8, and the upper movable crossbeam 1 passes through the vertically fixed rigid tie rod 2 And can move up and down along it, the upper plate fixture 7 is located on the upper part of the lower plate fixture 8, and its two sides are connected with the upper movable beam 1 through iron chains 9, and the external electric telescopic rod 6 is arranged between the upper movable beam 1 and the lower fixed beam 3 , and distributed on the outside of the vertically fixed rigid pull rod 2, the internal electric telescopic rod 5 is installed between the upper plate clamp 7 and the upper movable beam 1. The control unit includes a control valve and an overcurrent protector that can separately control the internal telescopic mechanism and the external telescopic mechanism, and controls the internal telescopic mechanism and the external telescopic mechanism to extend or contract at the same rate to ensure the accuracy of the test. A U-shaped card slot 4 and a U-shaped steel clip are provided to the fixed rigid tie rod, and the clamping force required in the test is obtained by the reaction force provided by the vertically fixed rigid tie rod. The arc protrusions 10 and the anti-slip protrusions 12 on the surface of the arc grooves 11 are arranged in an up-and-down dislocation manner.
内部电动伸缩杆5设有3个,位于上盘夹具7长度方向的四等分位置处,多点均匀受力从而使试样在其宽度方向上获得均匀的夹持力,使测试结果更为准确。There are 3 internal electric telescopic rods 5, which are located at the quarter position of the upper plate fixture 7 in the length direction, and the multi-points are evenly stressed so that the sample can obtain a uniform clamping force in its width direction, making the test results more accurate. precise.
试验时,首先取下U型钢卡子,利用外部2个电动伸缩杆6将上部活动横梁1顶升到一定高度,使上盘夹具7与下盘夹具8留出一定空间,然后将土工合成材料平放于该空间内,启动控制阀反向开关,使外部2个电动伸缩杆6收缩,当上部活动横梁1上表面下降到U型卡槽下方时,安装U型钢卡子,关闭外部2个电动伸缩杆6,同时启动内部3个电动伸缩杆5,使上下盘夹具咬合在一起,以对土工合成材料施加夹持力,然后进行土工合成材料拉伸或拉拔试验。试验结束后,取下U型钢卡子,重新启动外部电动伸缩杆6并同时关闭内部电动伸缩杆5,使上盘夹具7在上部活动横梁1以及铁链9的作用下提升一定高度,然后取出土工合成材料,最后关闭外部电动伸缩杆6。During the test, first remove the U-shaped steel clips, use the two external electric telescopic rods 6 to lift the upper movable beam 1 to a certain height, leave a certain space between the upper plate clamp 7 and the lower plate clamp 8, and then place the geosynthetic material flat Put it in this space, start the reverse switch of the control valve, and make the two external electric telescopic rods 6 contract. When the upper surface of the upper movable beam 1 drops below the U-shaped slot, install the U-shaped steel clip and close the two external electric telescopic rods. Rod 6, start the three internal electric telescopic rods 5 at the same time, so that the upper and lower disc clamps are snapped together to apply a clamping force to the geosynthetic material, and then perform a tensile or pull test on the geosynthetic material. After the test is over, remove the U-shaped steel clip, restart the external electric telescopic rod 6 and close the internal electric telescopic rod 5 at the same time, so that the upper plate clamp 7 is lifted to a certain height under the action of the upper movable beam 1 and the iron chain 9, and then take out the geotechnical Synthetic material, and finally close the external electric telescopic rod 6.
Claims (10)
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Cited By (3)
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CN109632492A (en) * | 2019-01-24 | 2019-04-16 | 贵州恒安工程试验检测有限公司 | A kind of geotextiles device for testing tensile strength and its detection method |
CN110044701A (en) * | 2019-04-29 | 2019-07-23 | 新疆维吾尔自治区交通规划勘察设计研究院 | A kind of geosynthetics construction damage test device and method |
CN112113846A (en) * | 2020-10-10 | 2020-12-22 | 康命源(贵州)科技发展有限公司 | Pipe drawing tester |
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Cited By (4)
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CN109632492A (en) * | 2019-01-24 | 2019-04-16 | 贵州恒安工程试验检测有限公司 | A kind of geotextiles device for testing tensile strength and its detection method |
CN110044701A (en) * | 2019-04-29 | 2019-07-23 | 新疆维吾尔自治区交通规划勘察设计研究院 | A kind of geosynthetics construction damage test device and method |
CN110044701B (en) * | 2019-04-29 | 2021-11-09 | 新疆维吾尔自治区交通规划勘察设计研究院 | Geosynthetic material construction damage testing device and method |
CN112113846A (en) * | 2020-10-10 | 2020-12-22 | 康命源(贵州)科技发展有限公司 | Pipe drawing tester |
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