CN103806898B - Anchor hole hole depth, inclination angle, azimuth and slope/wall angle analyzer - Google Patents
Anchor hole hole depth, inclination angle, azimuth and slope/wall angle analyzer Download PDFInfo
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- CN103806898B CN103806898B CN201210456366.0A CN201210456366A CN103806898B CN 103806898 B CN103806898 B CN 103806898B CN 201210456366 A CN201210456366 A CN 201210456366A CN 103806898 B CN103806898 B CN 103806898B
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- 238000005259 measurement Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 23
- 238000004873 anchoring Methods 0.000 abstract description 17
- 239000011435 rock Substances 0.000 abstract description 14
- 238000013461 design Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 238000012545 processing Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
本发明涉及一种锚孔孔深、倾角、方位角和坡/壁角测定仪,它包括底架、水平板、滑套和套装在所述滑套内的带刻度的孔深测量杆。所述水平板上设有罗盘,并通过铰链Ⅱ与所述滑套相连;所述滑套的上段侧面设有180°角度盘,其下端开有朝上的刻度窗;所述180°角度盘的中心悬吊有重锤;所述底架上设有90°角度盘,并通过铰链Ⅰ与所述水平板相连。本发明可对锚孔孔深、倾角、方位角和坡/壁角进行测定,以评价和优化锚固设计、施工,改善岩土锚固效果。本发明结构简单、加工简易、使用方便、应用广泛。
The invention relates to an instrument for measuring anchor hole depth, inclination angle, azimuth angle and slope/wall angle, which comprises a bottom frame, a horizontal plate, a sliding sleeve and a graduated hole depth measuring rod set in the sliding sleeve. The horizontal plate is provided with a compass, which is connected with the sliding sleeve through the hinge II; the upper side of the sliding sleeve is provided with a 180° angle plate, and an upward scale window is opened at the lower end; the 180° angle plate There is a heavy hammer suspended in the center of the frame; the bottom frame is provided with a 90° angle plate, which is connected with the horizontal plate through the hinge I. The invention can measure the anchor hole depth, inclination angle, azimuth angle and slope/wall angle, so as to evaluate and optimize anchoring design and construction, and improve rock and soil anchoring effect. The invention has the advantages of simple structure, simple processing, convenient use and wide application.
Description
技术领域 technical field
本发明涉及岩土锚固技术领域,尤其涉及锚孔孔深、倾角、方位角和坡/壁角测定仪。 The invention relates to the technical field of rock and soil anchoring, in particular to an instrument for measuring anchor hole depth, inclination angle, azimuth angle and slope/wall angle.
背景技术 Background technique
岩土锚固广泛应用于采矿工程、水利工程、公路工程、铁路工程、海洋工程、城建工程以及国防工程等多方面,其锚固效果直接影响这些工程的质量、进度、成本等,在工程中起着关键作用。岩土锚固工程中,锚固前需要在岩土体上钻许多锚孔,然后在锚孔中安装锚杆,并充填注浆体方能实现岩土锚固。但岩土锚固施工作业中,常造成锚孔钻得太深或太浅、倾角太大或太小、方位角和坡(壁)角不准,而影响岩土锚固方案和设计的实施,导致岩土锚固质量的下降、工程成本的提高,弱化岩土锚固效果,降低工程耐久性,从而阻碍岩土锚固技术的推广和发展,甚至严重影响工程的整体质量,对工程安全构成威胁。 Geotechnical anchoring is widely used in mining engineering, water conservancy engineering, highway engineering, railway engineering, marine engineering, urban construction engineering, and national defense engineering. Its anchoring effect directly affects the quality, progress, and cost of these projects, and plays an important role in engineering Key role. In geotechnical anchoring engineering, before anchoring, it is necessary to drill many anchor holes on the rock and soil mass, then install anchor rods in the anchor holes, and fill the grout to realize geotechnical anchoring. However, in rock-soil anchoring construction operations, it is often caused that the anchor hole is drilled too deep or too shallow, the inclination angle is too large or too small, and the azimuth angle and slope (wall) angle are not accurate, which affects the implementation of the rock-soil anchoring scheme and design, resulting in The decline of rock-soil anchorage quality and the increase of engineering cost will weaken the effect of rock-soil anchorage and reduce the durability of the project, thereby hindering the promotion and development of rock-soil anchorage technology, and even seriously affecting the overall quality of the project, posing a threat to project safety.
发明内容 Contents of the invention
本发明所要解决的技术问题是提供一种结构简单、使用方便的锚孔孔深、倾角、方位角和坡/壁角测定仪。 The technical problem to be solved by the present invention is to provide an anchor hole depth, inclination angle, azimuth angle and slope/wall angle measuring instrument with simple structure and convenient use.
为解决上述问题,本发明所述的锚孔孔深、倾角、方位角和坡/壁角测定仪,其特征在于:它包括底架、水平板、滑套和套装在所述滑套内的带刻度的孔深测量杆;所述水平板上设有罗盘,并通过铰链Ⅱ与所述滑套相连;所述滑套的上段侧面设有180°角度盘,其下端开有朝上的刻度窗;所述180°角度盘的中心悬吊有重锤;所述底架上设有90°角度盘,并通过铰链Ⅰ与所述水平板相连。 In order to solve the above problems, the anchor hole depth, inclination angle, azimuth angle and slope/wall angle measuring instrument according to the present invention is characterized in that it includes a chassis, a horizontal plate, a sliding sleeve and a Hole depth measuring rod with scale; the horizontal plate is provided with a compass, which is connected to the sliding sleeve through hinge II; the upper side of the sliding sleeve is provided with a 180° angle plate, and its lower end is provided with an upward scale window; the center of the 180° angle plate is suspended with a weight; the bottom frame is provided with a 90° angle plate, which is connected to the horizontal plate through hinge I.
所述底架由横板和竖板垂直连接在一起构成T形架;所述横板上设有所述90°角度盘。 The underframe is vertically connected by a horizontal plate and a vertical plate to form a T-shaped frame; the horizontal plate is provided with the 90° angle plate.
所述水平板为平板。 The horizontal plate is a flat plate.
所述滑套为长方形管。 The sliding sleeve is a rectangular tube.
所述孔深测量杆为直杆。 The hole depth measuring rod is a straight rod.
所述滑套的轴向和套装在其中的所述孔深测量杆的轴向一致,并均与同两铰链轴向一致的所述水平板和所述底架横板的上下棱边垂直。 The axial direction of the sliding sleeve is consistent with the axial direction of the hole depth measuring rod set therein, and is perpendicular to the upper and lower edges of the horizontal plate and the horizontal plate of the chassis that are axially consistent with the two hinges.
本发明与现有技术相比具有以下优点: Compared with the prior art, the present invention has the following advantages:
1、由于本发明中的孔深测量杆是直杆,且具有足够的刚度,因此不同于常用于测孔深的绳子,避免了绳子容易在孔中弯曲,从而造成锚孔孔深测量不准确的问题。 1. Since the hole depth measuring rod in the present invention is a straight rod with sufficient rigidity, it is different from the rope commonly used for hole depth measurement, and avoids the rope being easily bent in the hole, thereby causing inaccurate measurement of the anchor hole depth The problem.
2、由于本发明中的滑套和套装在其中的孔深测量杆的轴均与水平板和底架横板的上下棱边垂直,并且底架的横板和竖板均具有一定长度,对锚孔测定时,将孔深测量杆置于锚孔中,借助重力的作用,使孔深测量杆全长紧贴在锚孔孔壁圆周最低处,其底端与锚孔孔底接触,底架的横板和竖板紧贴在坡/壁面上,因而在除锚孔孔深外的其它条件符合设计要求时,能够通过准确测量锚孔孔深,结合对锚孔补钻或充填,使锚孔孔深符合设计深度,确保锚孔深入到稳定岩土体中,通过锚杆对岩土体进行锚固支护,避免锚孔太浅造成岩土锚固处在岩土体破裂面之外而起不到锚固效果和锚孔太深造成不必要浪费等情况的发生。 2. Since the axis of the sliding sleeve in the present invention and the hole depth measuring rod set therein are all perpendicular to the upper and lower edges of the horizontal plate and the horizontal plate of the chassis, and the horizontal plate and the vertical plate of the chassis have a certain length, the When measuring the anchor hole, place the hole depth measuring rod in the anchor hole. With the help of gravity, the entire length of the hole depth measuring rod is close to the lowest point of the anchor hole wall circumference, and its bottom is in contact with the bottom of the anchor hole. The horizontal and vertical plates of the frame are closely attached to the slope/wall surface, so when other conditions except the depth of the anchor hole meet the design requirements, the depth of the anchor hole can be accurately measured, combined with re-drilling or filling of the anchor hole, so that The depth of the anchor hole conforms to the design depth to ensure that the anchor hole goes deep into the stable rock and soil mass, and the rock and soil mass is anchored and supported by the anchor rod, so as to avoid the rock and soil anchorage being outside the fracture surface of the rock and soil mass due to too shallow anchor holes. The anchoring effect cannot be achieved and the anchor hole is too deep to cause unnecessary waste.
3、由于本发明中的水平板上设有罗盘,因此,可对水平板的水平状况进行校准并测定锚孔的方位角;同时,借助滑套上段侧面设有的180°角度盘及其中心悬吊的重锤可测定锚孔的倾角,并且借助底架横板上设有的90°角度盘可测定边坡坡角或岩土体壁面角,使锚孔孔位在空间上按设计要求布置,确保岩土锚固作用力的合理分布和锚固效果,从而实现加固岩土体的目的。 3. Since the horizontal plate in the present invention is provided with a compass, the horizontal state of the horizontal plate can be calibrated and the azimuth angle of the anchor hole can be measured; at the same time, the 180° angle plate and its center can be arranged on the side of the upper section of the sliding sleeve. The suspended weight can measure the inclination angle of the anchor hole, and the slope angle or rock-soil wall angle can be measured by means of the 90° angle plate on the horizontal plate of the chassis, so that the anchor hole position can meet the design requirements in space. Arrangement to ensure the reasonable distribution of rock and soil anchoring force and anchoring effect, so as to achieve the purpose of strengthening rock and soil.
4、根据岩土锚固效果,借助于本发明所测得的锚孔孔深、倾角、方位角和坡/壁角,可检验岩土锚固方案的合理性,评价和优化岩土锚固的设计、施工,有利于改善岩土锚固效果,提高工程的安全性和可靠性。 4. According to the rock-soil anchoring effect, by means of the anchor hole depth, inclination angle, azimuth angle and slope/wall angle measured by the present invention, the rationality of the rock-soil anchoring scheme can be checked, and the design and optimization of the rock-soil anchorage can be evaluated and optimized. Construction is conducive to improving the anchoring effect of rock and soil, and improving the safety and reliability of the project.
5、本发明结构简单、加工简易、使用方便,可广泛应用于岩土锚固施工。 5. The invention has the advantages of simple structure, simple processing and convenient use, and can be widely used in rock and soil anchoring construction.
附图说明 Description of drawings
下面结合附图对本发明的具体实施方式作进一步详细的说明。 The specific implementation manners of the present invention will be further described in detail below in conjunction with the accompanying drawings.
图1为本发明的结构示意图。 Fig. 1 is a structural schematic diagram of the present invention.
图2为本发明底架、水平板和滑套的俯视图。 Fig. 2 is a top view of the chassis, horizontal plate and sliding sleeve of the present invention.
图3为本发明岩土体壁面、锚孔、底架、水平板、滑套和孔深测量杆的左视图。 Fig. 3 is the left side view of the wall surface of rock and soil body, anchor hole, underframe, horizontal plate, sliding sleeve and hole depth measuring rod of the present invention.
图4为本发明中的孔深测量杆示意图。 Fig. 4 is a schematic diagram of the hole depth measuring rod in the present invention.
图中:1—坡/壁面2—锚孔3—底架4—水平板5—滑套6—孔深测量杆7—刻度窗8—180°角度盘9—重锤10—罗盘11—铰链Ⅰ12—铰链Ⅱ13—刻度14—90°角度盘15—横板16—竖板17—孔底。 In the figure: 1—slope/wall surface 2—anchor hole 3—underframe 4—horizontal plate 5—sliding sleeve 6—hole depth measuring rod 7—scale window 8—180° angle plate 9—weight hammer 10—compass 11—hinge Ⅰ12—hinge Ⅱ13—scale 14—90° angle plate 15—horizontal plate 16—vertical plate 17—hole bottom.
具体实施方式 detailed description
如图1~4所示,锚孔孔深、倾角、方位角和坡/壁角测定仪,它包括底架3、水平板4、滑套5和套装在滑套5内的带刻度13的孔深测量杆6。 As shown in Figures 1 to 4, the anchor hole depth, inclination angle, azimuth angle and slope/wall angle measuring instrument includes a bottom frame 3, a horizontal plate 4, a sliding sleeve 5 and a scale 13 set in the sliding sleeve 5. Hole depth measuring rod 6.
底架3由横板15和竖板16垂直连接在一起构成T形架,该底架3通过铰链Ⅰ11与水平板4相连,即底架3的横板15靠锚孔2的侧边的上棱边与水平板4靠锚孔2一端的下棱边通过铰链Ⅰ11相连,水平板4与底架3之间可绕铰链Ⅰ11相对转动。其中底架3横板15上设有90°角度盘14。 The bottom frame 3 is vertically connected together by the horizontal plate 15 and the vertical plate 16 to form a T-shaped frame. The edge is connected to the lower edge of the horizontal plate 4 near the anchor hole 2 through the hinge I11, and the horizontal plate 4 and the chassis 3 can relatively rotate around the hinge I11. Wherein the underframe 3 horizontal plates 15 are provided with 90 ° angle plates 14.
水平板4为平板,该水平板4上设有罗盘10,并通过铰链Ⅱ12与滑套5相连,即滑套5的下端与水平板4靠锚孔2一端的上棱边通过铰链Ⅱ12相连,滑套5可绕水平板4靠锚孔2一端的上棱边转动。 The horizontal plate 4 is a flat plate, the horizontal plate 4 is provided with a compass 10, and is connected to the sliding sleeve 5 through the hinge II12, that is, the lower end of the sliding sleeve 5 is connected to the upper edge of the horizontal plate 4 near the anchor hole 2 through the hinge II12, Sliding sleeve 5 can rotate around the upper edge of anchor hole 2 one end of horizontal plate 4.
滑套5为长方形管,该滑套5的上段侧面设有180°角度盘8,其下端开有朝上的刻度窗7;180°角度盘8的中心悬吊有重锤9。 Sliding sleeve 5 is a rectangular pipe, and the upper section side of this sliding sleeve 5 is provided with 180 ° angle plate 8, and its lower end has upward scale window 7; The center of 180 ° angle plate 8 is suspended with weight 9.
孔深测量杆6为直杆,可相对于滑套5滑动和随同滑套5绕水平板4靠锚孔2一端的上棱边转动,并可通过滑套5上的刻度窗7读取孔深测量杆6上的刻度13。以测量锚孔2孔深。 The hole depth measuring rod 6 is a straight rod, which can slide relative to the sliding sleeve 5 and rotate with the sliding sleeve 5 around the upper edge of the horizontal plate 4 near the end of the anchor hole 2, and can read the hole through the scale window 7 on the sliding sleeve 5 Scale 13 on the depth measuring rod 6. To measure the anchor hole 2 hole depth.
其中:滑套5的轴向和套装在其中的孔深测量杆6的轴向一致,并均与同两铰链轴向一致的水平板4和底架3横板15的上下棱边垂直。 Wherein: the axial direction of the sliding sleeve 5 is consistent with the axial direction of the hole depth measuring rod 6 which is sleeved therein, and is vertical to the upper and lower edges of the horizontal plate 4 and the bottom frame 3 horizontal plates 15 which are axially consistent with the two hinges.
使用时,将底架3置于坡/壁面1,即边坡坡面或岩土体壁面上锚孔2倾斜方向的孔口边;孔深测量杆6套装在滑套5内,其底端置于锚孔2中,并使其相对于滑套5滑动,直至其底端与锚孔2的孔底接触;借助重力的作用,使孔深测量杆6全长紧贴在锚孔2孔壁圆周最低处,滑套5轴向和套装在其中的孔深测量杆6轴向均与同两铰链轴向一致的水平板4和底架3横板15的上下棱边垂直;借助罗盘10,调整水平板4使其处于水平状态。此时,滑套5即长方形管下端的刻度窗7中孔深测量杆6的刻度13即为锚孔2的深度;利用水平板4上罗盘10即可读取锚孔2的方位角;利用滑套5即长方形管上段侧面的180°角度盘8及其中心悬吊的重锤9即可读取锚孔2的倾角;借助90°角度盘14可读取底架3与水平板4之间的夹角,从而得到坡/壁面1角,即边坡坡角或岩土体壁面角。 During use, the underframe 3 is placed on the slope/wall surface 1, that is, the side of the orifice of the anchor hole 2 on the slope surface or the wall surface of the rock and soil body; the hole depth measuring rod 6 is sleeved in the sliding sleeve 5, and its bottom Put it in the anchor hole 2, and make it slide relative to the sliding sleeve 5 until its bottom touches the bottom of the anchor hole 2; with the help of gravity, the full length of the hole depth measuring rod 6 is closely attached to the anchor hole 2 At the lowest part of the wall circumference, the axial direction of the sliding sleeve 5 and the axial direction of the hole depth measuring rod 6 fitted therein are all perpendicular to the upper and lower edges of the horizontal plate 4 and the horizontal plate 15 of the chassis 3 which are axially consistent with the two hinges; , adjust the horizontal plate 4 to make it in a horizontal state. Now, the scale 13 of the hole depth measuring rod 6 in the scale window 7 of the lower end of the sliding sleeve 5 is the depth of the anchor hole 2; the azimuth of the anchor hole 2 can be read by using the compass 10 on the horizontal plate 4; The sliding sleeve 5, that is, the 180° angle plate 8 on the side of the upper section of the rectangular tube and the weight 9 suspended in the center can read the inclination angle of the anchor hole 2; The included angle between them, so as to obtain the slope/wall angle, that is, the slope angle of the slope or the wall angle of the rock and soil mass.
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CN105509719B (en) * | 2016-01-12 | 2017-11-07 | 同济大学 | A kind of Portable multifunctional Rock-soil Mass Structure rebuilds aid |
CN111140223A (en) * | 2020-01-17 | 2020-05-12 | 中国矿业大学(北京) | A device that can be used to measure the angle of soil nail holes and its operation method |
CN116752954B (en) * | 2023-08-17 | 2023-11-07 | 山东天河科技股份有限公司 | Drilling deflection angle dip meter for coal mine |
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CN101634149A (en) * | 2009-08-05 | 2010-01-27 | 朱奎 | Prestressed anchor foundation pit support and construction method |
CN202041198U (en) * | 2011-03-21 | 2011-11-16 | 新汶矿业集团有限责任公司协庄煤矿 | Anchor rod angle detector |
CN202937255U (en) * | 2012-11-14 | 2013-05-15 | 兰州大学 | Tester for depth, dip angle, azimuth angle and slope/wall angle of anchor eye |
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