CN204753558U - Foundation ditch horizontal displacement monitoring devices - Google Patents
Foundation ditch horizontal displacement monitoring devices Download PDFInfo
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- CN204753558U CN204753558U CN201520397999.8U CN201520397999U CN204753558U CN 204753558 U CN204753558 U CN 204753558U CN 201520397999 U CN201520397999 U CN 201520397999U CN 204753558 U CN204753558 U CN 204753558U
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- 238000006073 displacement reaction Methods 0.000 title claims abstract description 20
- 238000012806 monitoring device Methods 0.000 title claims abstract description 13
- 229910052751 metal Inorganic materials 0.000 claims description 15
- 239000002184 metal Substances 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 229910052738 indium Inorganic materials 0.000 claims description 3
- APFVFJFRJDLVQX-UHFFFAOYSA-N indium atom Chemical compound [In] APFVFJFRJDLVQX-UHFFFAOYSA-N 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 7
- 238000001514 detection method Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005259 measurement Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 5
- 238000012544 monitoring process Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
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Abstract
Description
技术领域 technical field
本实用新型属于土木建筑行业,涉及土木工程基坑水平变形监测装置,具体地说是一种基坑水平位移监测装置。 The utility model belongs to the civil construction industry, and relates to a horizontal deformation monitoring device of a civil engineering foundation pit, in particular to a horizontal displacement monitoring device of a foundation pit.
背景技术 Background technique
基坑是在基础设计位置按基底标高和基础平面尺寸所开挖的土坑,为了确保在基坑施工过程中的安全,需对基坑进行位移监测。常见的方法为测小角法,在距离监测区域一定距离以外选定工作基点A,水平位移监测点的布设应尽量与工作基点在一条直线上。在一定远处(施工影响范围之外)选定一个控制点B,作为零方向。在B点安置觇牌,观测水平角,测定一段时间内观测点与基准点连线与零方向之间的角度变化值,通过测量每个测点与基点A的距离和基准线夹角计算出每个点的水平位移。现有测量方法工序复杂,施工效率低,影响工程质量。 The foundation pit is an earth pit excavated at the foundation design position according to the base elevation and foundation plane size. In order to ensure the safety during the foundation pit construction, the displacement monitoring of the foundation pit is required. The common method is the method of measuring small angles. The working base point A is selected at a certain distance from the monitoring area. The layout of the horizontal displacement monitoring points should be as close as possible to the working base point. Select a control point B at a certain distance (outside the scope of construction influence) as the zero direction. Place a target board at point B, observe the horizontal angle, measure the angle change value between the observation point and the reference point and the zero direction within a period of time, and calculate it by measuring the distance between each measuring point and the base point A and the included angle of the reference line The horizontal displacement of each point. The existing measurement method has complex procedures and low construction efficiency, which affects the quality of the project.
实用新型内容 Utility model content
本实用新型所要解决的技术问题是提供一种基坑水平位移监测装置,解决目前土木建筑行业基坑水平位移检测存在的问题,达到减少操作工序,提高施工效率和工程质量。 The technical problem to be solved by the utility model is to provide a foundation pit horizontal displacement monitoring device, which solves the existing problems in the foundation pit horizontal displacement detection in the civil engineering industry, reduces operating procedures, and improves construction efficiency and engineering quality.
本实用新型为解决上述技术问题所采用的技术方案是:一种基坑水平位移监测装置,包括长方体形状的金属底座,金属底座的上表面沿其长度方向设有刻度尺,刻度尺在零刻度处与金属底座固定连接,金属底座上设有可沿其长度方向滑动的滑块,在滑块上设有用于确定视线方向的十字丝。 The technical scheme adopted by the utility model to solve the above-mentioned technical problems is: a horizontal displacement monitoring device for a foundation pit, comprising a metal base in the shape of a cuboid, the upper surface of the metal base is provided with a scale along its length direction, and the scale is at zero scale The metal base is fixedly connected with the metal base, the metal base is provided with a slide block that can slide along its length direction, and the slide block is provided with a cross wire for determining the direction of sight.
本实用新型所述金属底座的长为15cm。 The length of metal base described in the utility model is 15cm.
本实用新型所述刻度尺为铟钢尺。 The scale ruler described in the utility model is an indium steel ruler.
本实用新型的有益效果是:本实用新型将基坑水平位移监测装置安放在需要测量水平变形的测点位置,滑动滑块将滑块中十字丝对准全站仪提供的基准线,读取钢尺上水平变形读数,克服了传统检测方法效率低下、需要内业计算等缺点,结构合理,工作效率高,使用安全可靠,能快速地进行水平位移的检测,且通用性强,降低了测量成本,保证了施工安全,并且具有精准性。 The beneficial effects of the utility model are: the utility model places the horizontal displacement monitoring device of the foundation pit at the measuring point where the horizontal deformation needs to be measured, slides the slider to align the cross wire in the slider with the reference line provided by the total station, and reads The horizontal deformation reading on the steel ruler overcomes the shortcomings of traditional detection methods such as low efficiency and the need for in-house calculations. The structure is reasonable, the work efficiency is high, the use is safe and reliable, and the horizontal displacement can be detected quickly. The cost ensures the construction safety and accuracy.
附图说明 Description of drawings
图1为本实用新型的结构示意图; Fig. 1 is the structural representation of the utility model;
图中标记:1、金属底座,2、刻度尺,3、滑块,4、十字丝,5、零刻度。 Marks in the figure: 1. Metal base, 2. Scale, 3. Slider, 4. Cross hair, 5. Zero scale.
具体实施方式 Detailed ways
如图1所示,一种基坑水平位移监测装置,包括长方体形状的金属底座1,金属底座1的上表面沿其长度方向设有刻度尺2,刻度尺2在零刻度5处与金属底座1固定连接,金属底座1上设有可沿其长度方向滑动的滑块3,在滑块3上设有用于确定视线方向的十字丝4。 As shown in Figure 1, a foundation pit horizontal displacement monitoring device comprises a metal base 1 in the shape of a cuboid. 1 is fixedly connected, the metal base 1 is provided with a slider 3 that can slide along its length direction, and the slider 3 is provided with a cross wire 4 for determining the direction of sight.
金属底座1的长为15cm。 The length of metal base 1 is 15cm.
刻度尺2为铟钢尺。 Scale 2 is an indium steel ruler.
测量基坑水平位移时,采用视准线法测量,沿欲测量的基坑边线通过全站仪或者经纬仪设置一条基准线,在基准线上沿基坑边线根据需要设置若干监测点。 When measuring the horizontal displacement of the foundation pit, use the line-of-sight method to measure, set a reference line through a total station or theodolite along the edge of the foundation pit to be measured, and set several monitoring points on the reference line along the edge of the foundation pit as needed.
将基坑水平位移监测装置安放在需要测量水平变形的监测点位置,滑动滑块3将滑块3中十字丝4对准全站仪提供的基准线,读取刻度尺2上水平变形读数,与初始读数的差值就是基坑水平变形。 Place the foundation pit horizontal displacement monitoring device at the monitoring point where the horizontal deformation needs to be measured, slide the slider 3 to align the crosshair 4 in the slider 3 with the reference line provided by the total station, and read the horizontal deformation reading on the scale 2, The difference from the initial reading is the horizontal deformation of the pit.
基坑水平位移监测装置不仅可以用于土木工程基坑水平位移,而且可以监测土木工程边坡挡土墙、大坝等水平变形,能快速地测得水平变形,测量成本低,不需内业计算,推广前景良好。 The horizontal displacement monitoring device of the foundation pit can not only be used for the horizontal displacement of the foundation pit of civil engineering, but also can monitor the horizontal deformation of the slope retaining wall of civil engineering, dam, etc., can quickly measure the horizontal deformation, the measurement cost is low, and no internal work is required Calculated, the promotion prospect is good.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520397999.8U CN204753558U (en) | 2015-06-11 | 2015-06-11 | Foundation ditch horizontal displacement monitoring devices |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520397999.8U CN204753558U (en) | 2015-06-11 | 2015-06-11 | Foundation ditch horizontal displacement monitoring devices |
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| Publication Number | Publication Date |
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| CN204753558U true CN204753558U (en) | 2015-11-11 |
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| CN201520397999.8U Expired - Fee Related CN204753558U (en) | 2015-06-11 | 2015-06-11 | Foundation ditch horizontal displacement monitoring devices |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863110A (en) * | 2015-06-11 | 2015-08-26 | 洛阳理工学院 | Foundation pit horizontal displacement monitoring device |
| CN108645309A (en) * | 2018-04-26 | 2018-10-12 | 合肥学院 | A kind of novel three-dimensional landslide displacement measuring device and method |
| CN115467314A (en) * | 2022-10-18 | 2022-12-13 | 中铁济南工程建设监理有限公司 | Device and method for monitoring construction of deep foundation pit adjacent to existing railway |
-
2015
- 2015-06-11 CN CN201520397999.8U patent/CN204753558U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863110A (en) * | 2015-06-11 | 2015-08-26 | 洛阳理工学院 | Foundation pit horizontal displacement monitoring device |
| 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 |
| CN115467314A (en) * | 2022-10-18 | 2022-12-13 | 中铁济南工程建设监理有限公司 | Device and method for monitoring construction of deep foundation pit adjacent to existing railway |
| CN115467314B (en) * | 2022-10-18 | 2023-10-03 | 中铁济南工程建设监理有限公司 | Device and method for monitoring construction of deep foundation pit adjacent to existing railway |
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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: 20151111 Termination date: 20160611 |