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CN203704830U - Simple three-dimensional displacement measuring device of geologic rock fracture in model test - Google Patents

Simple three-dimensional displacement measuring device of geologic rock fracture in model test Download PDF

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Publication number
CN203704830U
CN203704830U CN201420089436.8U CN201420089436U CN203704830U CN 203704830 U CN203704830 U CN 203704830U CN 201420089436 U CN201420089436 U CN 201420089436U CN 203704830 U CN203704830 U CN 203704830U
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connecting rod
rock mass
connecting link
hexahedron
clock gauge
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程圣国
潘飞
林姗
陈晓虎
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China Three Gorges University CTGU
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China Three Gorges University CTGU
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Abstract

一种用于模型试验岩体地质裂缝三向位移量测简易装置,包括用于安装在岩体地质裂缝处两侧岩体上的第一和第二安装板,第一安装板下设有第一连接杆,第一连接杆下设有六面体测量块,第二安装板下设有第二连接杆,第二连接杆下设有第三、第四和第五连接杆,第三连接杆上通过第六连接杆设有第一千分表,第四连接杆上通过第七连接杆设有第二千分表,第五连接杆上设有第三千分表,第一、第二和第三千分表各自与六面体测量块三个垂直面中一面接触,且第一、第二和第三千分表与其各自接触面保持垂直。本装置设计合理,结构简单,安装调节灵活,仪器替换方便;解决了长期以来模型试验中岩体地质裂缝处位移无法同时对单点进行三向位移量测的难题。

A simple device for measuring the three-dimensional displacement of geological cracks in rock mass for model testing, including first and second mounting plates installed on the rock masses on both sides of the geological cracks of the rock mass, and a second mounting plate is installed under the first mounting plate A connecting rod, the hexahedron measuring block is arranged under the first connecting rod, the second connecting rod is arranged under the second mounting plate, the third, fourth and fifth connecting rods are arranged under the second connecting rod, and the third connecting rod The first dial gauge is provided through the sixth connecting rod, the second dial gauge is provided through the seventh connecting rod on the fourth connecting rod, the third dial gauge is provided on the fifth connecting rod, the first, second and Each of the third dial gauges is in contact with one of the three vertical faces of the hexahedron measuring block, and the first, second and third dial gauges are kept perpendicular to their respective contact faces. The device has reasonable design, simple structure, flexible installation and adjustment, and convenient instrument replacement; it solves the long-standing problem that the displacement of geological cracks in rock mass cannot be simultaneously measured in three directions at a single point in model tests.

Description

用于模型试验岩体地质裂缝三向位移量测简易装置A simple device for three-dimensional displacement measurement of geological fractures in rock mass for model tests

技术领域 technical field

本实用新型涉及岩体物理模型试验领域,特别是用于岩体模型试验中岩体地质裂缝处三向位移量测简易装置。  The utility model relates to the field of rock mass physical model tests, in particular to a simple device for measuring the three-direction displacement of rock mass geological cracks in the rock mass model test. the

背景技术 Background technique

涉及到岩体的模型试验,诸如坝工模型试验、地下厂房、隧洞以及矿井模型试验等,其主要关注的是岩体中断层、软弱裂隙等不良地质结构处运动状态,以此来判断岩体稳定性。在实际模型试验过程中,对于断层、软弱裂隙等不良地质结构处位移测量,大多是基于对单点单一方向位移进行量测,通过多处不同方向单点位移观测值,来综合考虑岩体地质裂缝处的运动状态;或是在内部埋设复杂的位移传感器。在断层、软弱裂隙等不良地质结构处其运动状态并不是单一方向,其存在裂隙张开、水平错动、竖直错动等多种位移模式,三种位移模式都可在某一单点处发生。传统的单点单一方向位移量测方式,往往测量效果不好,不能完全反映岩体地质裂缝处的真实运动状态,没有达到试验的真正目的;而在内部埋设复杂的位移传感器的方式,虽可以克服传统测量不足,但其其测量过程复杂而繁琐,且仪器昂贵。本发明旨在发明一种简单易用的用于模型试验岩体地质裂缝三向位移量测简易装置及测量方法,来达到试验目的。  Model tests involving rock mass, such as dam engineering model tests, underground powerhouses, tunnels and mine model tests, etc., mainly focus on the movement state of rock mass faults, weak cracks and other unfavorable geological structures, so as to judge the rock mass stability. In the actual model test process, the displacement measurement of unfavorable geological structures such as faults and weak cracks is mostly based on the measurement of single-point displacement in a single direction, and the rock mass geology is comprehensively considered through the observation of multiple single-point displacements in different directions. The movement state at the crack; or a complex displacement sensor is buried inside. In bad geological structures such as faults and weak fissures, its movement state is not in a single direction, and there are multiple displacement modes such as crack opening, horizontal displacement, and vertical displacement. occur. The traditional single-point single-direction displacement measurement method often has poor measurement results and cannot fully reflect the real state of motion at the geological cracks of the rock mass, failing to achieve the true purpose of the test; however, the method of embedding complex displacement sensors inside can be To overcome the shortcomings of traditional measurement, but its measurement process is complicated and cumbersome, and the instrument is expensive. The invention aims at inventing a simple and easy-to-use simple device and measuring method for three-dimensional displacement measurement of rock mass geological cracks in model tests, so as to achieve the test purpose. the

发明内容 Contents of the invention

本实用新型所要解决的技术问题是提供一种用于模型试验岩体地质裂缝三向位移量测简易装置,利用该装置可以实现对岩体地质裂缝处单点的三向位移同时测量。 The technical problem to be solved by the utility model is to provide a simple device for measuring the three-way displacement of geological cracks in rock mass in model tests. The device can be used to simultaneously measure the three-way displacement of a single point at geological cracks in rock mass.

本实用新型采用的技术方案:一种用于模型试验岩体地质裂缝三向位移量测简易装置,包括用于安装在岩体地质裂缝处两侧岩体上的第一安装板和第二安装板,第一安装板下设有第一连接杆,第一连接杆下设有六面体测量块,第二安装板下分别设有第二连接杆,第二连接杆下设有第三连接杆、第四连接杆和第五连接杆,第三连接杆上通过第六连接杆设有第一千分表,第四连接杆上通过第七连接杆设有第二千分表,第五连接杆上设有第三千分表,所述第一千分表、第二千分表和第三千分表各自与六面体测量块三个垂直面中一面接触,且第一千分表、第二千分表、第三千分表与其各自接触面保持垂直。 The technical solution adopted by the utility model: a simple device for measuring the three-way displacement of geological cracks in rock mass for model testing, including a first mounting plate and a second mounting plate for installing on the rock mass on both sides of the geological crack of the rock mass The first mounting plate is provided with a first connecting rod, the first connecting rod is provided with a hexahedron measuring block, the second mounting plate is respectively provided with a second connecting rod, and the second connecting rod is provided with a third connecting rod, The fourth connecting rod and the fifth connecting rod, the third connecting rod is provided with the first dial indicator through the sixth connecting rod, the fourth connecting rod is provided with the second dial indicator through the seventh connecting rod, the fifth connecting rod There is a third dial gauge on the top, the first dial gauge, the second dial gauge and the third dial gauge are respectively in contact with one of the three vertical surfaces of the hexahedron measuring block, and the first dial gauge, the second dial gauge The dial gauge and the third dial gauge are kept perpendicular to their respective contact surfaces.

上述第一安装板、第二安装板与岩体之间;第一连接杆与第一安装板、六面体测量块之间;第二连接杆与第二安装板之间均通过螺丝固定。 Between the first mounting plate, the second mounting plate and the rock mass; between the first connecting rod and the first mounting plate and the hexahedron measuring block; between the second connecting rod and the second mounting plate are all fixed by screws.

上述多个连接杆之间及连接杆与上述千分表之间均是通过连接杆件上卡槽连接,并用螺丝固定。 The plurality of connecting rods and between the connecting rods and the dial indicator are connected through the slots on the connecting rods and fixed with screws.

六面体测量块是由光面的正六面体玻璃块构成。 The hexahedron measuring block is composed of a smooth regular hexahedron glass block.

本实用新型取得的技术效果:本实用新型采用的三个千分表各自与六面体测量块三个互相垂直面中一面接触,且三个千分表与其各自接触面保持垂直。六面体测量块沿某一方向产生位移时,该方向千分表读数发生变化,而另外两个方向千分表沿着六面体测量块光滑玻璃面发生滑动,不会产生额外位移。可保证对同一点的三向位移量测,能够全面真实地反映该岩体地质裂缝处的位移变化情况; The technical effect obtained by the utility model: the three dial gauges adopted in the utility model are in contact with one of the three mutually perpendicular surfaces of the hexahedron measuring block respectively, and the three dial gauges are kept perpendicular to their respective contact surfaces. When the hexahedron measuring block is displaced along a certain direction, the reading of the dial gauge in that direction changes, while the dial gauges in the other two directions slide along the smooth glass surface of the hexahedron measuring block without additional displacement. It can ensure the three-dimensional displacement measurement of the same point, which can fully and truly reflect the displacement changes at the geological cracks of the rock mass;

本实用新型采用的六面体测量块为光面正六面体玻璃块,可保障千分表与其测量块表明接触时,自由滑动,保证测量方向位移单一,不影响其他方向位移测量; The hexahedron measuring block adopted in the utility model is a smooth regular hexahedron glass block, which can ensure that the dial indicator can slide freely when it is in contact with the measuring block, and ensure that the displacement in the measuring direction is single and does not affect the displacement measurement in other directions;

本实用新型设计合理,装置结构简易,安装调节灵活,操作方便,仪器替换方便,安装使用简单; The utility model has reasonable design, simple device structure, flexible installation and adjustment, convenient operation, convenient instrument replacement, and simple installation and use;

本实用新型解决了长期以来模型试验中岩体地质裂缝处位移无法同时对单点进行三向位移量测的难题,且本实用新型为模型试验岩体地质裂缝位移量测提供了简单易行的技术方案。 The utility model solves the long-standing problem that the displacement at the geological cracks of the rock mass cannot be measured in three directions at the same time in the model test, and the utility model provides a simple and feasible method for the displacement measurement of the geological cracks of the rock mass in the model test Technical solutions.

附图说明 Description of drawings

下面结合附图和实施例对本实用新型作进一步说明。 Below in conjunction with accompanying drawing and embodiment the utility model is further described.

图1是本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.

具体实施方式 Detailed ways

下面结合附图对本实用新型的实施方式做进一步的说明。 Embodiments of the present utility model will be further described below in conjunction with the accompanying drawings.

参见图1,一种用于模型试验岩体地质裂缝三向位移量测简易装置,包括用于安装在岩体地质裂缝处两侧岩体上的第一安装板1和第二安装板6,第一安装板下设有第一连接杆2,第一连接杆下设有六面体测量块3,第二安装板下设有第二连接杆7,第二连接杆下分别设有第三连接杆9、第四连接杆11和第五连接杆12,第三连接杆上通过第六连接杆8设有第一千分表4,第四连接杆上通过第七连接杆13设有第二千分表5,第五连接杆上设有第三千分表10,所述第一千分表、第二千分表和第三千分表各自与六面体测量块三个垂直面中一面接触,且第一千分表、第二千分表、第三千分表与其各自接触面保持垂直。 Referring to Fig. 1, a simple device for three-way displacement measurement of rock mass geological fractures for model testing, including a first mounting plate 1 and a second mounting plate 6 for being installed on rock masses on both sides of rock mass geological cracks, A first connecting rod 2 is arranged under the first mounting plate, a hexahedron measuring block 3 is arranged under the first connecting rod, a second connecting rod 7 is arranged under the second mounting plate, and a third connecting rod is respectively arranged under the second connecting rod 9. The fourth connecting rod 11 and the fifth connecting rod 12, the third connecting rod is provided with the first dial gauge 4 through the sixth connecting rod 8, the fourth connecting rod is provided with the second thousand gauge through the seventh connecting rod 13 sub-meter 5, a third dial gauge 10 is provided on the fifth connecting rod, and the first dial gauge, the second dial gauge and the third dial gauge are respectively in contact with one of the three vertical surfaces of the hexahedron measuring block, And the first dial gauge, the second dial gauge, and the third dial gauge are kept perpendicular to their respective contact surfaces.

所述第一安装板、第二安装板与岩体之间;第一连接杆与第一安装板、六面体测量块之间;第二连接杆与第二安装板之间均通过螺丝固定。上述多个连接杆之间及连接杆与上述千分表之间均是通过连接杆件上卡槽连接,并用螺丝固定。均为优质钢材料,保证其强度、刚度稳定,不发生变形。所述六面体测量块是由光面正六面体玻璃块构成,所述千分表可为机械式千分表或数显式千分表。该装置的各部件都尽量保持岩体表面平行,除两个安装板,其余部分不与岩体接触。 Between the first mounting plate, the second mounting plate and the rock mass; between the first connecting rod and the first mounting plate, the hexahedron measuring block; between the second connecting rod and the second mounting plate are all fixed by screws. The plurality of connecting rods and between the connecting rods and the dial indicator are connected through the slots on the connecting rods and fixed with screws. All are high-quality steel materials to ensure their strength and rigidity are stable without deformation. The hexahedron measuring block is composed of a smooth regular hexahedron glass block, and the dial gauge can be a mechanical dial gauge or a digital display dial gauge. All parts of the device are kept parallel to the surface of the rock mass as far as possible, except for two installation plates, the remaining parts are not in contact with the rock mass.

所述的六面体测量块3是光面的正六面体玻璃块。 The hexahedron measuring block 3 is a smooth regular hexahedron glass block.

本实用新型中,第一千分表4、第二千分表5、第三千分表10采用数字式或机械式千分表均可。 In the utility model, the first dial gauge 4, the second dial gauge 5, and the third dial gauge 10 can adopt digital or mechanical dial gauges.

利用本实用新型进行测量方法,包括以下步骤: Utilize the utility model to carry out measuring method, comprise the following steps:

(1)确定模型试验中岩体地质裂缝处的位移观测部位; (1) Determine the displacement observation position at the geological crack of the rock mass in the model test;

(2)将第一安装板1、第二安装板6分别固定在岩体地质裂缝处两侧岩体上; (2) Fix the first mounting plate 1 and the second mounting plate 6 on the rock mass on both sides of the geological crack of the rock mass respectively;

(3)将装置的该装置的各部件分别根据所处位置安装好,保证除第一安装板1、第二安装板6,其余部分不与岩体接触; (3) Install the various parts of the device according to their positions, ensuring that except for the first mounting plate 1 and the second mounting plate 6, the remaining parts are not in contact with the rock mass;

(4)将第一千分表4、第二千分表5、第三千分表10各自与六面体测量块3三个垂直面中一面接触,且第一千分表4、第二千分表5、第三千分表10与其各自接触面保持垂直; (4) The first dial gauge 4, the second dial gauge 5, and the third dial gauge 10 are respectively in contact with one of the three vertical surfaces of the hexahedron measuring block 3, and the first dial gauge 4, the second dial gauge Table 5, the third dial indicator 10 and its respective contact surfaces are kept vertical;

(5)调整记录好千分表初始值,准备实施试验; (5) Adjust and record the initial value of the dial gauge, and prepare for the test;

(6)试验完成,将相关部件擦拭干净,以备下次使用。 (6) After the test is completed, wipe the relevant parts clean for the next use.

在试验的过程中,当岩体地质裂缝处发生位移时,假设测量块沿某一方向产生位移,将会导致其接触面的千分表读数发生变化,而其他两个方向的千分表将沿着六面体测量块3的光滑玻璃表面发生滑动,而不会产生额外的位移量。本实用新型能够保证测量方向位移单一,不影响其他方向位移测量,真正实现对模型试验中岩体地质裂缝处的三向位移量测。  During the test, when the geological cracks of the rock mass are displaced, assuming that the measuring block is displaced in a certain direction, the readings of the dial gauges on the contact surface will change, while the dial gauges in the other two directions will change. Sliding occurs along the smooth glass surface of the hexahedron measuring block 3 without additional displacement. The utility model can ensure a single displacement in the measurement direction, does not affect the displacement measurement in other directions, and truly realizes the three-direction displacement measurement of geological cracks in the rock mass in the model test. the

Claims (4)

1. one kind measures easy device for model test rock mass geology crack three direction displacement, it is characterized in that: it comprises for being arranged on the first installing plate (1) and the second installing plate (6) on the rock mass of both sides, place, rock mass geology crack, the first installing plate has head rod (2), head rod has hexahedron and measures piece (3), the second installing plate has the second connecting link (7), under the second connecting link, be respectively equipped with the 3rd connecting link (9), the 4th connecting link (11) and the 5th connecting link (12), on the 3rd connecting link, be provided with the first clock gauge (4) by the 6th connecting link (8), on the 4th connecting link, be provided with the second clock gauge (5) by the 7th connecting link (13), the 5th connecting link is provided with the 3rd clock gauge (10), described the first clock gauge, the second clock gauge is measured one side in three vertical planes of piece with hexahedron separately with the 3rd clock gauge and is contacted, and the first clock gauge, the second clock gauge, surface of contact maintenance is vertical separately with it for the 3rd clock gauge.
2. measure easy device for model test rock mass geology crack three direction displacement according to claim 1, it is characterized in that: between described the first installing plate, the second installing plate and rock mass; Head rod and the first installing plate, hexahedron are measured between piece; Between the second connecting link and the second installing plate, be all screwed.
3. according to claim 1 and 2 for model test rock mass geology crack three direction displacement measurement easy device, it is characterized in that: between above-mentioned multiple connecting links and be to be all connected by draw-in groove on connecting rod between connecting link and above-mentioned clock gauge, and be screwed.
4. measure easy device for model test rock mass geology crack three direction displacement according to claim 1, it is characterized in that: it is the regular hexahedron glass blocks of light face that described hexahedron is measured piece (3).
CN201420089436.8U 2014-02-28 2014-02-28 Simple three-dimensional displacement measuring device of geologic rock fracture in model test Expired - Fee Related CN203704830U (en)

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CN108645309A (en) * 2018-04-26 2018-10-12 合肥学院 A kind of novel three-dimensional landslide displacement measuring device and method
CN109211179A (en) * 2018-09-11 2019-01-15 福建工程学院 Mining slip-crack surface deformation monitoring method
CN110749296A (en) * 2019-10-25 2020-02-04 杭州同圣土工材料有限公司 Crack three-direction relative displacement measuring device with sensor and measuring method thereof
CN110749264A (en) * 2019-10-25 2020-02-04 杭州同圣土工材料有限公司 Crack three-direction relative displacement measuring device and measuring method thereof
CN112964163A (en) * 2021-02-03 2021-06-15 济南大学 Device, system and method for measuring continuous splicing deformation of assembled box culvert structure

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105928440A (en) * 2016-06-29 2016-09-07 河南理工大学 Method for monitoring movement of exploitation top boards of three-dimensional physical simulation coal seam of mine
CN105928440B (en) * 2016-06-29 2018-06-05 河南理工大学 A kind of mine solid physical analogy seam mining top plate mobile monitoring method
CN106644692A (en) * 2016-12-15 2017-05-10 大连理工大学 Test device for determining creep of concrete
CN106644692B (en) * 2016-12-15 2020-01-24 大连理工大学 Device for determining concrete creep test
CN108645309A (en) * 2018-04-26 2018-10-12 合肥学院 A kind of novel three-dimensional landslide displacement measuring device and method
CN108645309B (en) * 2018-04-26 2024-05-10 合肥学院 Three-dimensional landslide displacement measuring device and method
CN109211179A (en) * 2018-09-11 2019-01-15 福建工程学院 Mining slip-crack surface deformation monitoring method
CN110749296A (en) * 2019-10-25 2020-02-04 杭州同圣土工材料有限公司 Crack three-direction relative displacement measuring device with sensor and measuring method thereof
CN110749264A (en) * 2019-10-25 2020-02-04 杭州同圣土工材料有限公司 Crack three-direction relative displacement measuring device and measuring method thereof
CN112964163A (en) * 2021-02-03 2021-06-15 济南大学 Device, system and method for measuring continuous splicing deformation of assembled box culvert structure

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