CN209429098U - A three-dimensional earth pressure cell with a flat base - Google Patents

A three-dimensional earth pressure cell with a flat base Download PDF

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Publication number
CN209429098U
CN209429098U CN201821935154.XU CN201821935154U CN209429098U CN 209429098 U CN209429098 U CN 209429098U CN 201821935154 U CN201821935154 U CN 201821935154U CN 209429098 U CN209429098 U CN 209429098U
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pressure cell
earth pressure
groove
base
dimensional earth
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李顺群
陈立航
刘烨璇
张翻
张华阳
徐正
柴寿喜
王英红
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Tianjin Chengjian University
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Tianjin Chengjian University
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Abstract

The utility model provides a kind of three-dimensional soil pressure cell with flat base, which is cut into small one and large one two planes using granatohedron as basic structure on granatohedron.X, y-coordinate axis wherein are had as soil pressure cell base top surface compared with facet, and biggish plane is as soil pressure cell base bottom surface.The soil pressure cell is for the soil body in geotechnical engineering or the test of other materials internal stress, and for the utility model compared with traditional three-dimensional soil pressure cell, bottom has flat base, therefore can greatly improve the placement stablizing effect of test device.Meanwhile the top surface of the utility model comes with x, y-coordinate axis, is put into the soil body or material internal, is convenient for precise positioning, guarantees the accuracy of test result.

Description

一种具有平面底座的三维土压力盒A three-dimensional earth pressure cell with a flat base

技术领域technical field

本实用新型属于常规应力测试领域,适用于岩土工程,特别是涉及一种具有平面底座的三维土压力盒。The utility model belongs to the field of conventional stress testing and is suitable for geotechnical engineering, in particular to a three-dimensional earth pressure cell with a plane base.

背景技术Background technique

土压力测量装置是进行土工试验和土的力学参数确定的重要设备,工程中通常将土压力测试装置放于土体或其他材料内部通过检测它所受的压力从而确定应力分布状况。The earth pressure measuring device is an important equipment for performing geotechnical tests and determining the mechanical parameters of soil. In engineering, the earth pressure testing device is usually placed inside the soil or other materials to determine the stress distribution by detecting the pressure it is subjected to.

目前,常规用于测试土体应力状态的土压力盒常应用于以下几种场合:刚性结构表面压力的测试常埋设于结构物的凹槽中;刚性基础压力测试常埋设于结构物表面;自由场应力测试常埋设于介质中。当土压力盒放置后基座发生移动或旋转则势必无法准确测得所需点的应力。显然土压力盒基座埋的设质量将直接影响测量结果的准确性,由于埋设不当导致测试失败的例子也屡见不鲜。At present, earth pressure cells conventionally used to test the stress state of soil are often used in the following occasions: the test of the surface pressure of rigid structures is often buried in the grooves of the structure; the pressure test of rigid foundations is often buried in the surface of the structure; Field stress tests are often buried in the medium. When the base moves or rotates after the earth pressure cell is placed, the stress at the desired point cannot be accurately measured. Obviously, the buried quality of the earth pressure box base will directly affect the accuracy of the measurement results, and there are many examples of test failures due to improper burial.

上述问题使得增大土压力盒基座的稳定性成为急需解决的问题,迫切需要一种便于安放且放置后更具稳定性的三维土压力盒,以增大应力测量的准确性。The above problems make increasing the stability of the earth pressure cell base an urgent problem to be solved. There is an urgent need for a three-dimensional earth pressure cell that is easy to place and more stable after placement, so as to increase the accuracy of stress measurement.

发明内容SUMMARY OF THE INVENTION

本实用新型的目的是提供一种准确测量土体及其他材料内部应力的测量装置,可以准确测得所需点的应力状态。The purpose of the utility model is to provide a measuring device for accurately measuring the internal stress of soil and other materials, which can accurately measure the stress state of the required point.

为实现上述目的,本实用新型采用的技术方案是,一种具有平面底座的三维土压力盒,所述三维土压力盒包括基座、常规土压力盒两部分,所述基座具有带x、y坐标轴的顶面和一个较大平面作为支撑的底面,其余各面具有凹槽;顶面是以20mm为边长的正方形;底面是以45mm为边长的正方形;在第三面、第四面、第五面、第六面、第十面、第十一面、第十三面、第十四面上分别剖出凹槽A,所述凹槽A是以各面形心为中心、以15mm为半径、以5mm为高剖切出圆柱体后的部分;在第七面、第八面、第九面、第十二面上分别剖出凹槽B,所述凹槽B是以各面形心为中心、以7mm为半径、以20mm 为高剖切出圆柱体后的部分;在顶面1上剖出凹槽C,所述凹槽C是以面1 的形心为中心、以6mm为半径、以5mm为高剖切出圆柱体后的部分;所述第一面与第二面,第三面和第九面,第四面和第十面,第五面和第十一面11,第六面和第十二面,第七面和第十三面,第八面和第十四面分别平行;将土压力盒与凹槽胶结为一体;土压力盒的导线可以通过凹槽穿出;可以将水平仪和凹槽C结合,便于放置土压力盒时保持水平。In order to achieve the above purpose, the technical solution adopted by the present invention is a three-dimensional earth pressure cell with a plane base, the three-dimensional earth pressure cell includes two parts: a base and a conventional earth pressure cell, and the base has a belt with x, The top surface of the y-coordinate axis and a larger plane are used as the bottom surface of the support, and the other surfaces have grooves; the top surface is a square with a side length of 20mm; the bottom surface is a square with a side length of 45mm; The fourth, fifth, sixth, tenth, eleventh, thirteenth, and fourteenth surfaces are respectively cut out grooves A, and the groove A is centered on the centroid of each surface , with a radius of 15mm and a height of 5mm to cut out the part after the cylinder; on the seventh, eighth, ninth, and twelfth faces, cut out grooves B respectively, and the grooves B are Take the centroid of each face as the center, take 7mm as the radius and 20mm as the height to cut out the part after the cylinder; cut out the groove C on the top surface 1, and the groove C is based on the centroid of the face 1. The center, with a radius of 6mm and a height of 5mm, cut out the part after the cylinder; the first and second sides, the third and ninth sides, the fourth and tenth sides, and the fifth and The eleventh side 11, the sixth side and the twelfth side, the seventh side and the thirteenth side, the eighth side and the fourteenth side are respectively parallel; the earth pressure box and the groove are cemented into one; The wire can be passed through the groove; the spirit level can be combined with the groove C, which is convenient for keeping the earth pressure box horizontal.

本实用新型的有益效果是:本装置具有结构合理,易于操作,更具稳定性等鲜明特点,可在工程中广泛应用。The beneficial effects of the utility model are as follows: the device has distinctive features such as reasonable structure, easy operation, and more stability, and can be widely used in engineering.

附图说明Description of drawings

图1为本实用新型一种具有平面底座的三维土压力盒结构示意图;1 is a schematic structural diagram of a three-dimensional earth pressure cell with a plane base of the present invention;

图2为图1的主视示意图;Fig. 2 is the schematic front view of Fig. 1;

图3为图1的侧视示意图;Fig. 3 is the side view schematic diagram of Fig. 1;

图4为图1的俯视示意图。FIG. 4 is a schematic top view of FIG. 1 .

图中:In the picture:

1.顶面 2.底面 3-14.侧面1. Top 2. Bottom 3-14. Side

A凹槽 B凹槽 C凹槽A groove B groove C groove

具体实施方式Detailed ways

结合附图对本实用新型提供的一种具有平面底座的三维土压力盒结构加以说明。A three-dimensional earth pressure cell structure with a plane base provided by the present invention will be described with reference to the accompanying drawings.

本实用新型提供的一种具有平面底座的三维土压力盒设计原理:该发明聚焦于三维土压力盒稳定性问题,通过增大土压力盒基座底面面积解决。所述一种具有平面底座的三维土压力盒由基座和常规土压力盒组成。基座顶面 1自带有x、y坐标轴,在实际应用过程中便于精准定位.;具有较大面积的底面2作为基座底面,故可大大的提高测试装置的稳定性。The utility model provides a design principle of a three-dimensional earth pressure cell with a plane base: the invention focuses on the stability of the three-dimensional earth pressure cell and solves it by increasing the area of the bottom surface of the base of the earth pressure cell. The three-dimensional earth pressure cell with a flat base is composed of a base and a conventional earth pressure cell. The top surface 1 of the base has its own x and y coordinate axes, which is convenient for accurate positioning in the actual application process. The bottom surface 2 with a larger area is used as the bottom surface of the base, so the stability of the test device can be greatly improved.

如图1至图4所示,一种具有平面底座的三维土压力盒,将该装置放入待测土体或其他材料内部,并与应力采集系统相连接。该装置包括基座、常规土压力盒两部分。基座具有带x、y坐标轴的顶面1,一个较大平面作为支撑的底面2,其余各面具有凹槽;顶面1是以20mm为边长的正方形;底面2是以 45mm为边长的正方形;在第三面3、第四面4、第五面5、第六面6、第十面10、第十一面11、第十三面13、第十四面14上分别剖出凹槽A。所述A凹槽设置在第三面3、第四面4、第五面5、第六面6、第十面10、第十一面11上、第十三面13和第十四面14上,是以各面形心为中心、以15mm为半径、以5mm为高在基座时剖切出圆柱体后的部分;在第七面7、第八面8、第九面9、第十二面12上分别剖出凹槽B。所述凹槽B设置在第七面7、第八面8、第九面9、和第十二面12上,是以各面形心为中心、以7mm为半径、以20mm为高在基座上剖切出圆柱体后的部分;在顶面1上剖出凹槽C。所述凹槽C是以面1的形心为中心、以6mm为半径、以5mm为高剖切出圆柱体后的部分;所述第一面1 与第二面2,第三面3和第九面9,第四面4和第十面10,第五面5和第十一面 11,第六面6和第十二面12,第七面7和第十三面13,第八面8和第十四面14 分别平行;将土压力盒与凹槽胶结为一体;土压力盒的导线可以通过凹槽穿出;可以将水平仪和凹槽C结合,便于放置土压力盒时保持水平。As shown in Figures 1 to 4, a three-dimensional earth pressure cell with a flat base is placed into the soil body or other materials to be tested and connected with the stress acquisition system. The device includes a base and a conventional earth pressure cell. The base has a top surface 1 with x and y coordinate axes, a larger flat surface as a bottom surface 2 for support, and the other surfaces have grooves; the top surface 1 is a square with a side length of 20mm; the bottom surface 2 is a side of 45mm. Long square; cut on the third side 3, the fourth side 4, the fifth side 5, the sixth side 6, the tenth side 10, the eleventh side 11, the thirteenth side 13, and the fourteenth side 14 respectively Out of groove A. The A grooves are arranged on the third surface 3, the fourth surface 4, the fifth surface 5, the sixth surface 6, the tenth surface 10, the eleventh surface 11, the thirteenth surface 13 and the fourteenth surface 14 Above, the part after the cylinder is cut out at the base with the centroid of each face as the center, 15mm as the radius and 5mm as the height; on the seventh face 7, the eighth face 8, the ninth face 9, Grooves B are cut out on the twelve faces 12 respectively. The groove B is arranged on the seventh surface 7, the eighth surface 8, the ninth surface 9, and the twelfth surface 12, with the centroid of each surface as the center, 7mm as the radius, and 20mm as the height. The part after the cylinder is cut out on the seat; the groove C is cut out on the top surface 1. The groove C is the part after the centroid of the surface 1 is the center, the radius is 6 mm, and the height is 5 mm after cutting out the cylinder; the first surface 1 and the second surface 2, the third surface 3 and The ninth side 9, the fourth side 4 and the tenth side 10, the fifth side 5 and the eleventh side 11, the sixth side 6 and the twelfth side 12, the seventh side 7 and the thirteenth side 13, the eighth side The surface 8 and the fourteenth surface 14 are respectively parallel; the earth pressure box and the groove are cemented into one; the wire of the earth pressure box can pass through the groove; the level can be combined with the groove C, which is convenient to keep the earth pressure box when it is placed. Level.

本实用新型提供的一种具有平面底座的三维土压力盒在实际应用时能有效减小由于基座移动或旋转造成的测量误差,更加准确的获得所需点测量结果,从而确定相应的应力状态,为应力测量提供技术保障。The three-dimensional earth pressure cell with a plane base provided by the utility model can effectively reduce the measurement error caused by the movement or rotation of the base in practical application, obtain the measurement results of the required points more accurately, and determine the corresponding stress state , to provide technical support for stress measurement.

Claims (10)

1.一种具有平面底座的三维土压力盒,所述三维土压力盒包括基座、土压力盒,其特征在于:所述基座包括顶面(1)、支撑底面(2)和若干个侧面,在所述若干个侧面上设有放置土压力盒的凹槽,所述顶面(1)与底面(2)平行。1. A three-dimensional earth pressure cell with a plane base, the three-dimensional earth pressure cell comprising a base, an earth pressure cell, characterized in that: the base comprises a top surface (1), a supporting bottom surface (2) and several On the side surfaces, grooves for placing earth pressure cells are arranged on the several side surfaces, and the top surface (1) is parallel to the bottom surface (2). 2.根据权利要求1所述的一种具有平面底座的三维土压力盒,其特征在于:所述顶面(1)为小正方形且以边长设为x、y坐标轴,所述底面(2)为大于顶面的大正方形。2. A three-dimensional earth pressure cell with a plane base according to claim 1, characterized in that: the top surface (1) is a small square and is set as x, y coordinate axes with side length, and the bottom surface (1) is a small square. 2) is a large square larger than the top surface. 3.根据权利要求2所述的一种具有平面底座的三维土压力盒,其特征在于:所述小正方形的边长为20mm,所述大正方形的边长为45mm。3 . The three-dimensional earth pressure cell with a plane base according to claim 2 , wherein the side length of the small square is 20 mm, and the side length of the large square is 45 mm. 4 . 4.根据权利要求1所述的一种具有平面底座的三维土压力盒,其特征在于:所述述若干侧面设有A凹槽、B凹槽或C凹槽。4 . The three-dimensional earth pressure cell with a plane base according to claim 1 , wherein the several side surfaces are provided with an A groove, a B groove or a C groove. 5 . 5.根据权利要求4所述的一种具有平面底座的三维土压力盒,其特征在于:所述A凹槽设置在第三面(3)、第四面(4)、第五面(5)、第六面(6)、第十面(10)、第十一面(11)上、第十三面(13)和第十四面(14)上,所述A凹槽是以各面形心为中心、以15mm为半径、以5mm为高在基座时剖切出圆柱体后的部分。5. The three-dimensional earth pressure cell with a plane base according to claim 4, wherein the A groove is arranged on the third surface (3), the fourth surface (4), and the fifth surface (5). ), the sixth surface (6), the tenth surface (10), the eleventh surface (11), the thirteenth surface (13) and the fourteenth surface (14), the A grooves are each The centroid of the surface is the center, the radius is 15mm, and the height is 5mm when the cylinder is cut out at the base. 6.根据权利要求4所述的一种具有平面底座的三维土压力盒,其特征在于:所述B凹槽设置在第七面(7)、第八面(8)、第九面(9)、和第十二面(12)上,所述B凹槽是以各面形心为中心、以7mm为半径、以20mm为高在基座上剖切出圆柱体后的部分。6. A three-dimensional earth pressure cell with a plane base according to claim 4, characterized in that: the B grooves are arranged on the seventh surface (7), the eighth surface (8), and the ninth surface (9). ), and on the twelfth face (12), the B groove is the part after the cylinder is cut out on the base with the centroid of each face as the center, the radius of 7mm, and the height of 20mm. 7.根据权利要求4所述的一种具有平面底座的三维土压力盒,其特征在于:所述C凹槽设置在顶面(1)上且是以面(1)的形心为中心、以6mm为半径、以5mm为高在基座上剖切出圆柱体后的部分。7. A three-dimensional earth pressure cell with a plane base according to claim 4, characterized in that: the C groove is arranged on the top surface (1) and is centered on the centroid of the surface (1), The part after the cylinder is cut out on the base with a radius of 6mm and a height of 5mm. 8.根据权利要求5或6所述的一种具有平面底座的三维土压力盒,其特征在于:第三面(3)和第九面(9)、第四面(4)和第十面(10)、第五面(5)和第十一面(11)、第六面(6)和第十二面(12)、第七面(7)三面(13)、第八面(8)和第十四面(14)分别平行。8. A three-dimensional earth pressure cell with a plane base according to claim 5 or 6, characterized in that: the third surface (3) and the ninth surface (9), the fourth surface (4) and the tenth surface (10), the fifth side (5) and the eleventh side (11), the sixth side (6) and the twelfth side (12), the seventh side (7), the third side (13), the eighth side (8) ) and the fourteenth face (14) are parallel, respectively. 9.根据权利要求4所述的一种具有平面底座的三维土压力盒,其特征在于:所述C凹槽内设置为水平仪。9 . The three-dimensional earth pressure cell with a plane base according to claim 4 , wherein a spirit level is set in the C groove. 10 . 10.根据权利要求1所述的一种具有平面底座的三维土压力盒,其特征在于:所述土压力盒与凹槽胶结为一体,土压力盒的导线通过各自上的孔与基座内的导线通孔汇集在基座底部穿出。10. A three-dimensional earth pressure cell with a plane base according to claim 1, characterized in that: the earth pressure cell and the groove are cemented into one body, and the wires of the earth pressure cell pass through the respective holes and connect to the inside of the base. 11 . The through holes of the wires converge at the bottom of the base and go out.
CN201821935154.XU 2018-11-22 2018-11-22 A three-dimensional earth pressure cell with a flat base Expired - Fee Related CN209429098U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107907098A (en) * 2017-12-26 2018-04-13 天津城建大学 Complexes and its implementation for the test of soil body three dimensional strain

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107907098A (en) * 2017-12-26 2018-04-13 天津城建大学 Complexes and its implementation for the test of soil body three dimensional strain

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