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CN115787754A - Foundation pit side slope gradient measurement and side slope deformation monitoring device - Google Patents

Foundation pit side slope gradient measurement and side slope deformation monitoring device Download PDF

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Publication number
CN115787754A
CN115787754A CN202211626460.6A CN202211626460A CN115787754A CN 115787754 A CN115787754 A CN 115787754A CN 202211626460 A CN202211626460 A CN 202211626460A CN 115787754 A CN115787754 A CN 115787754A
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China
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rotating shaft
connecting rod
foundation pit
slope
horizontal connecting
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CN202211626460.6A
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Inventor
丛雨萌
刘峰
魏功槐
于昊廷
白诗雨
赵鑫达
王妮妮
吴赛
赵金伟
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Liaoning Institute of Science and Technology
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Liaoning Institute of Science and Technology
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Priority to CN202211626460.6A priority Critical patent/CN115787754A/en
Publication of CN115787754A publication Critical patent/CN115787754A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

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Abstract

The invention provides a foundation pit slope gradient measurement and slope deformation monitoring device, wherein two upright posts are fixedly installed on the ground at the edge of a foundation pit, the upper ends of the upright posts are connected with a lower base, the top surface of the lower base is movably connected with a horizontal connecting rod fixing block, the upper end of the horizontal connecting rod fixing block is connected with an upper base, the top of the upper base is provided with a computer control system, the horizontal connecting rod fixing block is transversely connected with a horizontal connecting rod, the rotating shafts respectively comprise a rotating shaft C, a rotating shaft A and a rotating shaft B from top to bottom, the upper end of the rotating shaft C is installed in the upper base, the rotating shaft A is installed in the lower base, the rotating shaft C penetrates through the center of the horizontal connecting rod fixing block, the horizontal connecting rod is vertically and fixedly connected with a hollow vertical post, a height adjusting rod is installed in the hollow vertical post, and a GPS receiver is installed at the top of the height adjusting rod.

Description

一种基坑边坡坡度测量与边坡变形监测装置A foundation pit slope slope measurement and slope deformation monitoring device

技术领域technical field

本发明属于建筑工程测量技术领域,尤其是涉及一种基坑支护工程用坡度测量及边坡变形监测装置。The invention belongs to the technical field of construction engineering measurement, and in particular relates to a slope measurement and side slope deformation monitoring device for foundation pit support engineering.

背景技术Background technique

基坑开挖较深及邻近有建筑物者必须用基坑壁支护,喷射混凝土护壁方法,大型基坑甚至采用地下连续墙和柱列式钻孔灌注桩连锁等方法,防护外侧土层坍入;基坑壁支护的稳定性显得尤为重要,基坑壁支护的稳定性可通过斜度测量进行反应;目前测基坑支护坡度大多采用经纬仪,采用经纬仪是可以对基坑支护斜度进行测量,但是经纬仪属于精密仪器,长期携带颠簸必会影响经纬仪的测量精度且在使用过程中较为专业,不便于大多数人进行使用,从而使得边坡坡度的测量条件过高,难以满足一般的测量需要,同时基坑变形监测需要全站仪进行测量,如果测量地面出现变形导致测量结果出现偏差,为了保证边坡施工中的边坡坡度及监测边坡变形,研究一款技术上更加先进可行的设备,确保基坑施工安全,降低施工成本。If the excavation of the foundation pit is deep and there are buildings nearby, the foundation pit wall must be used for support, the method of shotcrete retaining wall, and the large foundation pit even adopts the method of underground diaphragm wall and column type bored pile interlocking to protect the outer soil layer from collapsing input; the stability of foundation pit wall support is particularly important, and the stability of foundation pit wall support can be reflected by slope measurement; However, the theodolite is a precision instrument. Long-term carrying bumps will definitely affect the measurement accuracy of the theodolite, and it is more professional in the use process, which is not convenient for most people to use, so that the measurement conditions of the slope slope are too high and difficult to meet General measurement needs, and at the same time, the foundation pit deformation monitoring requires a total station for measurement. If the measurement ground is deformed, the measurement results will be deviated. In order to ensure the slope slope and monitor the slope deformation during the slope construction, a technically more Advanced and feasible equipment ensures the safety of foundation pit construction and reduces construction costs.

CN217845182U专利提出一种基坑支护工程用斜度测量装置。所述支撑底座的上端连接有垂直立架,垂直立架中间的固定滑槽内部活动连接有一组水平滑架,上下两组水平滑架内部分别插接有上滑动尺、下滑动尺,上滑动尺、下滑动尺顶端连接有手持斜度测量尺,手持斜度测量尺由直梁架、弧形托架、半圆形水平仪、角度刻度码组成,直梁架中间上端连接有弧形托架,弧形托架的内部镶嵌有半圆形水平仪,且半圆形水平仪的表面设置有角度刻度码。它利用手持弧形水平仪与垂直测量架配合进行双重测量,可利用手持弧形水平仪进行快捷的基坑支护坡斜度测量,同时利用手持弧形水平仪与垂直测量架的配合进行精准的倾斜角度测量,基于此从便携性和操作难度出发并结合利用三角函数原理,为了解决上述问题,提供一种基坑边坡坡度测量与边坡变形监测装置对于基坑施工具有重要意义。The CN217845182U patent proposes a slope measuring device for foundation pit support engineering. The upper end of the support base is connected with a vertical stand, and a set of horizontal carriages is movably connected inside the fixed chute in the middle of the vertical stand. The upper and lower sets of horizontal carriages are respectively plugged with an upper sliding ruler and a lower sliding ruler. The top of the ruler and the lower sliding ruler are connected with a hand-held inclination measuring ruler. The hand-held inclination measuring ruler is composed of a straight beam frame, an arc bracket, a semicircular level, and an angle scale code. The middle and upper ends of the straight beam frame are connected with an arc bracket. , the inside of the arc-shaped bracket is inlaid with a semicircular level, and the surface of the semicircular level is provided with an angle scale code. It uses the hand-held arc level and the vertical measuring frame to carry out double measurement. It can use the hand-held arc level to measure the slope of the foundation pit support slope quickly, and at the same time, use the hand-held arc level and the vertical measuring frame to carry out accurate inclination angle measurement. Based on this, starting from the portability and difficulty of operation and combining the principle of trigonometric functions, in order to solve the above problems, it is of great significance to provide a foundation pit slope slope measurement and slope deformation monitoring device for foundation pit construction.

发明内容Contents of the invention

本发明的目的是提供一种基坑边坡坡度测量与边坡变形监测装置,以解决上述现有技术存在的问题,不仅可以进行精准测量且拆卸便捷,节省施工时间和成本且可以提高施工效率,最终可以保证施工过程中的边坡稳定与安全。The purpose of the present invention is to provide a foundation pit slope slope measurement and slope deformation monitoring device to solve the above-mentioned problems in the prior art. It can not only perform accurate measurement and is easy to disassemble, save construction time and cost, but also improve construction efficiency. , and finally can ensure the stability and safety of the slope during the construction process.

为实现上述目的,本发明提供了如下方案:一种基坑边坡坡度测量与边坡变形监测装置包括基坑、基坑边坡、地面、量测接收板、支撑柱、观测站、水平连接杆,所述量测接收板包括接收板固定座、连接杆A、接收板基座、刻度板、十字丝、安全区、警告区、刻度尺、报警区、监测点;所述支撑柱包括立柱、下基座、转动轴A、转动轴B、转动轴C、水平连接杆固定块、上基座、电脑控制系统、滚轴、电机、转动轴齿轮、电机齿轮、电机转轴,所述观测站包括空心竖向柱、固定螺杆A、固定螺杆B、水平圆孔、高度调整杆、圆形刻度板、指针、转轴、刻度、GPS接收器、激光发射器,所述基坑边缘地面上固定安装立柱,立柱上端连接有下基座,下基座顶面与水平连接杆固定块活动连接,水平连接杆固定块上端连接有上基座,上基座顶部安装电脑控制系统,水平连接杆固定块横向连接有水平连接杆,所述转动轴自上而下分别为转动轴C、转动轴A、转动轴B,转动轴C顶部安装在上基座内且顶部中心位置安装滚轴,转动轴C贯穿于水平连接杆固定块中心,转动轴A、转动轴B安装在下基座内且转动轴B底部中心位置安装滚轴,转动轴B周向焊接转动轴齿轮,转动轴齿轮与电机齿轮配合工作,电机齿轮竖向中心设置电机转轴,电机转轴与电机连接,所述空心竖向柱穿入水平连接杆垂直固定连接,空心竖向柱内活动安装高度调整杆,空心竖向柱竖向设置两个水平圆孔,两个水平圆孔内分别安装固定螺杆A和固定螺杆B,高度调整杆顶部安装GPS接收器,高度调整杆竖向中间位置为凹槽,凹槽内安装圆形刻度板和指针,所述接收板固定座通过连接杆A与接收板基座连接,接收板基座侧面为刻度板,十字丝中心点与刻度板圆心重合,刻度板圆心由内向外分别为安全区、警告区、报警区,警告区内设置刻度尺,接收板固定座对准指针侧设置监测点。In order to achieve the above object, the present invention provides the following scheme: a foundation pit slope slope measurement and slope deformation monitoring device includes foundation pit, foundation pit slope, ground, measurement receiving plate, support column, observation station, horizontal connection Rod, the measurement receiving plate includes a receiving plate fixing seat, a connecting rod A, a receiving plate base, a scale plate, a cross wire, a safety zone, a warning zone, a scale, an alarm zone, and a monitoring point; the supporting column includes a column , lower base, rotating shaft A, rotating shaft B, rotating shaft C, horizontal connecting rod fixed block, upper base, computer control system, roller, motor, rotating shaft gear, motor gear, motor rotating shaft, the observation station Including hollow vertical column, fixed screw A, fixed screw B, horizontal circular hole, height adjustment rod, circular scale plate, pointer, rotating shaft, scale, GPS receiver, laser transmitter, fixed installation on the ground at the edge of the foundation pit Column, the upper end of the column is connected with the lower base, the top surface of the lower base is movably connected with the fixed block of the horizontal connecting rod, the upper end of the fixed block of the horizontal connecting rod is connected with the upper base, the computer control system is installed on the top of the upper base, and the fixed block of the horizontal connecting rod Horizontal connecting rods are connected horizontally. The rotating shafts are respectively rotating shaft C, rotating shaft A and rotating shaft B from top to bottom. It runs through the center of the fixed block of the horizontal connecting rod, the rotating shaft A and the rotating shaft B are installed in the lower base and the roller is installed at the center of the bottom of the rotating shaft B, and the rotating shaft B is welded with the rotating shaft gear in the circumferential direction, and the rotating shaft gear and the motor gear work together , the vertical center of the motor gear is provided with a motor shaft, the motor shaft is connected to the motor, the hollow vertical column penetrates the horizontal connecting rod and is vertically fixedly connected, the height adjustment rod is movable installed in the hollow vertical column, and the hollow vertical column is vertically provided with two Two horizontal round holes, fixed screw A and fixed screw B are respectively installed in the two horizontal round holes, the GPS receiver is installed on the top of the height adjustment rod, the vertical middle position of the height adjustment rod is a groove, and a circular scale plate and a circular scale plate are installed in the groove. Pointer, the receiving plate fixing seat is connected to the receiving plate base through the connecting rod A, the side of the receiving plate base is a scale plate, the center point of the crosshair coincides with the center of the scale plate, and the center of the scale plate is from the inside to the outside. Area, alarm area, a scale is set in the warning area, and the receiving plate fixing seat is aligned with the pointer side to set the monitoring point.

作为本发明进一步的方案:所述接收板固定座倾斜安装,倾斜角度与基坑边坡的坡度一致,监测点设置在接收板固定座与基坑边坡坡面处,监测点与激光发射器处于同一直线上。As a further solution of the present invention: the receiving plate fixing seat is installed obliquely, the inclination angle is consistent with the slope of the foundation pit slope, the monitoring point is set at the receiving plate fixing seat and the foundation pit side slope slope, and the monitoring point is connected with the laser transmitter on the same straight line.

作为本发明进一步的方案:所述刻度板为圆形板,圆形板中心处设置十字丝,第一个圆形区域为安全区、第一个圆形与第二个圆形之间区域为警告区、第二个圆形与第三个圆形之间区域为报警区,安全区、警告区内设置刻度尺。As a further solution of the present invention: the scale plate is a circular plate, a crosshair is set at the center of the circular plate, the first circular area is a safety zone, and the area between the first circle and the second circle is The area between the warning area, the second circle and the third circle is the alarm area, and a scale is set in the safety area and the warning area.

作为本发明进一步的方案:所述转动轴C在上基座和水平连接杆固定块内截面呈现六边形,转动轴A和转动轴B在下基座内截面呈现圆形。As a further solution of the present invention: the cross section of the rotating shaft C in the upper base and the horizontal connecting rod fixing block is hexagonal, and the cross section of the rotating shaft A and rotating shaft B in the lower base is circular.

作为本发明进一步的方案:所述水平圆孔设置位置由基坑边坡的坡度、高度调整杆、接收板基座与转轴距离经过三角函数计算确定,所述当固定螺杆A拧紧时转轴的中心点与监测点处于同一平面上;当固定螺杆B拧紧时转轴的中心点与量测接收板的十字丝处于同一平面上。As a further solution of the present invention: the setting position of the horizontal circular hole is determined by the slope of the foundation pit slope, the height adjustment rod, the distance between the receiving plate base and the rotating shaft through trigonometric calculation, and the center of the rotating shaft when the fixing screw A is tightened The point is on the same plane as the monitoring point; when the fixed screw B is tightened, the center point of the rotating shaft is on the same plane as the crosshair on the measuring receiving plate.

作为本发明进一步的方案:所述高度调整杆竖向中间位置为凹槽,凹槽底面外侧为圆形刻度板,圆形刻度板外侧为指针,指针端部安装激光发射器,指针、圆形刻度板与高度调整杆通过转轴连接。指针轴向中心线与GPS接收器中心竖向处于同一平面上。As a further solution of the present invention: the vertical middle position of the height adjustment rod is a groove, the outer side of the bottom surface of the groove is a circular scale plate, the outer side of the circular scale plate is a pointer, and a laser emitter is installed at the end of the pointer. The scale plate is connected with the height adjustment rod through a rotating shaft. The axial centerline of the pointer is vertically on the same plane as the center of the GPS receiver.

有益效果。Beneficial effect.

本发明公开了以下技术效果:一种基坑边坡坡度测量与边坡变形监测装置,基坑边缘地面上固定安装立柱,立柱上端连接有下基座,下基座顶面与水平连接杆固定块活动连接,水平连接杆固定块上端连接有上基座,上基座顶部安装电脑控制系统,水平连接杆固定块横向连接有水平连接杆,转动轴自上而下分别为转动轴C、转动轴A、转动轴B,转动轴C上端安装在上基座内,转动轴A安装在下基座内,转动轴C贯穿于水平连接杆固定块中心,水平连接杆与空心竖向柱垂直固定连接,空心竖向柱内安装高度调整杆,高度调整杆顶部安装GPS接收器,本发明提供的基坑边坡坡度测量与变形检测装置不仅可以用于基坑开挖边坡坡度的监控同时可以进行边坡变形监测,确保基坑施工安全,装置可以重复利用。The invention discloses the following technical effects: a foundation pit slope slope measurement and slope deformation monitoring device, a column is fixedly installed on the ground at the edge of the foundation pit, the upper end of the column is connected with a lower base, and the top surface of the lower base is fixed to a horizontal connecting rod The blocks are connected flexibly, the upper end of the horizontal connecting rod fixed block is connected with the upper base, and the computer control system is installed on the top of the upper base, and the horizontal connecting rod fixed block is connected with the horizontal connecting rod horizontally. Axis A, rotation axis B, the upper end of rotation axis C is installed in the upper base, rotation axis A is installed in the lower base, rotation axis C runs through the center of the horizontal connecting rod fixed block, and the horizontal connecting rod is vertically fixedly connected with the hollow vertical column , a height adjustment rod is installed in the hollow vertical column, and a GPS receiver is installed on the top of the height adjustment rod. Slope deformation monitoring ensures the safety of foundation pit construction, and the device can be reused.

附图说明Description of drawings

为了更清楚地说明本发明实施例中的技术方案,下面将对实施例描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其它的附图,其中。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings that need to be used in the description of the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present invention. For those skilled in the art, other drawings can also be obtained based on these drawings without any creative work.

图1为一种基坑边坡坡度测量与边坡变形监测装置俯视图。Figure 1 is a top view of a foundation pit slope measurement and slope deformation monitoring device.

图2为一种基坑边坡坡度测量装置侧视图。Fig. 2 is a side view of a foundation pit slope slope measuring device.

图3为一种基坑边坡变形检测装置侧视图。Fig. 3 is a side view of a detection device for foundation pit slope deformation.

图4为量测接收板主视图。Figure 4 is the front view of the measurement receiver board.

图5为量测接收板侧视图。Figure 5 is a side view of the measurement receiving board.

图6为量测接收板俯视图。Figure 6 is a top view of the measurement receiving board.

图7为刻度板放大图。Figure 7 is an enlarged view of the scale plate.

图8为观测站主视图。Figure 8 is the front view of the observation station.

图9为观测站侧视图。Figure 9 is a side view of the observation station.

图10为图8中A-A截面俯视图。Fig. 10 is a top view of section A-A in Fig. 8 .

图11为支撑柱主视图。Figure 11 is a front view of the support column.

图12为支撑柱侧视图。Figure 12 is a side view of the support column.

图13为支撑柱俯视图。Figure 13 is a top view of the support column.

图14为图11中B局部放大图。FIG. 14 is a partial enlarged view of B in FIG. 11 .

基坑1、基坑边坡2、地面3、量测接收板4、支撑柱5、观测站6、水平连接杆7、接收板固定座8、连接杆A9、接收板基座10、刻度板11、十字丝111、安全区112、警告区113、刻度尺114、报警区115、监测点12、立柱13、下基座14、转动轴A151、转动轴B152、转动轴C153、水平连接杆固定块16、上基座17、电脑控制系统18、滚轴19、电机20、转动轴齿轮21、电机齿轮22、电机转轴23、空心竖向柱24、固定螺杆A25、固定螺杆B26、水平圆孔27、高度调整杆28、圆形刻度板29、指针30、转轴31、刻度32、GPS接收器33、激光发射器34。Foundation pit 1, foundation pit slope 2, ground 3, measurement receiving plate 4, support column 5, observation station 6, horizontal connecting rod 7, receiving plate fixing seat 8, connecting rod A9, receiving plate base 10, scale plate 11. Crosshair 111, safety zone 112, warning zone 113, scale 114, alarm zone 115, monitoring point 12, column 13, lower base 14, rotation axis A151, rotation axis B152, rotation axis C153, horizontal connecting rod fixation Block 16, upper base 17, computer control system 18, roller 19, motor 20, rotating shaft gear 21, motor gear 22, motor rotating shaft 23, hollow vertical column 24, fixed screw A25, fixed screw B26, horizontal circular hole 27. Height adjustment rod 28, circular scale plate 29, pointer 30, rotating shaft 31, scale 32, GPS receiver 33, laser transmitter 34.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

请结合参阅图1-图14,本发明提供一种基坑边坡坡度测量与边坡变形监测装置包括基坑1、基坑边坡2、地面3、量测接收板4、支撑柱5、观测站6、水平连接杆7,所述量测接收板4包括接收板固定座8、连接杆A9、接收板基座10、刻度板11、十字丝111、安全区112、警告区113、刻度尺114、报警区115、监测点12;所述支撑柱包括立柱13、下基座14、转动轴A151、转动轴B152、转动轴C153、水平连接杆固定块16、上基座17、电脑控制系统18、滚轴19、电机20、转动轴齿轮21、电机齿轮22、电机转轴23,所述观测站包括空心竖向柱24、固定螺杆A25、固定螺杆B26、水平圆孔27、高度调整杆28、圆形刻度板29、指针30、转轴31、刻度32、GPS接收器33、激光发射器34,所述基坑1边缘地面3上固定安装立柱13,立柱13上端连接有下基座14,下基座14顶面与水平连接杆固定块16活动连接,水平连接杆固定块16上端连接有上基座17,上基座17顶部安装电脑控制系统18,水平连接杆固定块16横向连接有水平连接杆7,所述转动轴自上而下分别为转动轴C153、转动轴A151、转动轴B152,转动轴C153顶部安装在上基座17内且顶部中心位置安装滚轴19,转动轴C153贯穿于水平连接杆固定块16中心,转动轴A151、转动轴B152安装在下基座14内且转动轴B152底部中心位置安装滚轴19,转动轴B152周向焊接转动轴齿轮21,转动轴齿轮21与电机齿轮22配合工作,电机齿轮22竖向中心设置电机转轴23,电机转轴23与电机20连接,所述空心竖向柱24穿入水平连接杆7垂直固定连接,空心竖向柱24内活动安装高度调整杆28,空心竖向柱24竖向设置两个水平圆孔27,两个水平圆孔27内分别安装固定螺杆A25和固定螺杆B26,高度调整杆28顶部安装GPS接收器33,高度调整杆28竖向中间位置为凹槽,凹槽内安装圆形刻度板29和指针30,所述接收板固定座8通过连接杆A9与接收板基座10连接,接收板基座10侧面为刻度板11,十字丝111中心点与刻度板11圆心重合,刻度板11圆心由内向外分别为安全区112、警告区113、报警区115,警告区113内设置刻度尺114,接收板固定座8对准指针30侧设置监测点12。Please refer to Fig. 1-Fig. 14, the present invention provides a foundation pit slope slope measurement and slope deformation monitoring device including foundation pit 1, foundation pit slope 2, ground 3, measurement receiving plate 4, support column 5, Observation station 6, horizontal connecting rod 7, the measurement receiving board 4 includes receiving board fixing seat 8, connecting rod A9, receiving board base 10, scale plate 11, cross wire 111, safety zone 112, warning zone 113, scale Ruler 114, alarm zone 115, monitoring point 12; the support column includes column 13, lower base 14, rotating shaft A151, rotating shaft B152, rotating shaft C153, horizontal connecting rod fixing block 16, upper base 17, computer control System 18, roller 19, motor 20, rotating shaft gear 21, motor gear 22, motor shaft 23, the observation station includes a hollow vertical column 24, a fixed screw A25, a fixed screw B26, a horizontal circular hole 27, and a height adjustment rod 28. A circular scale plate 29, a pointer 30, a rotating shaft 31, a scale 32, a GPS receiver 33, and a laser transmitter 34. A column 13 is fixedly installed on the ground 3 at the edge of the foundation pit 1, and the upper end of the column 13 is connected with a lower base 14 , the top surface of the lower base 14 is flexibly connected with the horizontal connecting rod fixed block 16, the upper end of the horizontal connecting rod fixed block 16 is connected with the upper base 17, the computer control system 18 is installed on the top of the upper base 17, and the horizontal connecting rod fixed block 16 is connected horizontally There is a horizontal connecting rod 7, and the rotating shafts are respectively rotating shaft C153, rotating shaft A151, and rotating shaft B152 from top to bottom. C153 runs through the center of the horizontal connecting rod fixing block 16, the rotating shaft A151 and the rotating shaft B152 are installed in the lower base 14 and the roller 19 is installed at the bottom center of the rotating shaft B152, and the rotating shaft gear 21 is welded circumferentially on the rotating shaft B152, and the rotating shaft gear 21 cooperates with the motor gear 22, the motor gear 22 is vertically centered with a motor shaft 23, the motor shaft 23 is connected to the motor 20, the hollow vertical column 24 penetrates the horizontal connecting rod 7 and is vertically fixedly connected, and the hollow vertical column 24 The height adjustment rod 28 is installed movable, and the hollow vertical column 24 is vertically provided with two horizontal round holes 27, and the fixed screw rod A25 and the fixed screw rod B26 are respectively installed in the two horizontal round holes 27, and the GPS receiver 33 is installed on the top of the height adjustment rod 28, The vertical middle position of the height adjustment rod 28 is a groove, and a circular scale plate 29 and a pointer 30 are installed in the groove. The receiving plate fixing seat 8 is connected with the receiving plate base 10 through the connecting rod A9, and the side of the receiving plate base 10 It is the scale plate 11, the center point of the cross wire 111 coincides with the center of the scale plate 11, and the circle center of the scale plate 11 is respectively a safety zone 112, a warning zone 113, and an alarm zone 115 from the inside to the outside. The seat 8 is aligned with the pointer 30 side to set the monitoring point 12 .

所述接收板固定座8倾斜安装,倾斜角度与基坑边坡2的坡度一致,监测点12设置在接收板固定座8与基坑边坡2坡面处,监测点12与激光发射器34处于同一直线上。The receiving plate fixing seat 8 is obliquely installed, and the inclination angle is consistent with the slope of the foundation pit slope 2. The monitoring point 12 is arranged at the receiving plate fixing seat 8 and the slope of the foundation pit side slope 2. The monitoring point 12 is connected to the laser transmitter 34 on the same straight line.

所述刻度板11为圆形板,圆形板中心处设置十字丝111,第一个圆形区域为安全区112、第一个圆形与第二个圆形之间区域为警告区113、第二个圆形与第三个圆形之间区域为报警区115,安全区112、警告区113内设置刻度尺114。The scale plate 11 is a circular plate, the center of the circular plate is provided with a cross wire 111, the first circular area is a safety zone 112, the area between the first circle and the second circle is a warning zone 113, The area between the second circle and the third circle is an alarm zone 115 , and a scale 114 is set in the safety zone 112 and the warning zone 113 .

所述转动轴C153在上基座17和水平连接杆固定块16内截面呈现六边形,转动轴A151和转动轴B152在下基座14内截面呈现圆形。The rotating shaft C153 has a hexagonal cross section in the upper base 17 and the horizontal connecting rod fixing block 16 , and the rotating shaft A151 and the rotating shaft B152 have a circular cross section in the lower base 14 .

所述水平圆孔27设置位置由基坑边坡2的坡度、高度调整杆28、接收板基座10与转轴31距离经过三角函数计算确定,所述当固定螺杆A25拧紧时转轴31的中心点与监测点12处于同一平面上;当固定螺杆B26拧紧时转轴31的中心点与量测接收板4的十字丝111处于同一平面上。The setting position of the horizontal circular hole 27 is determined by trigonometric function calculation of the slope of the foundation pit slope 2, the height adjustment rod 28, the distance between the receiving plate base 10 and the rotating shaft 31, and the center point of the rotating shaft 31 when the fixing screw A25 is tightened It is on the same plane as the monitoring point 12 ; when the fixing screw B26 is tightened, the center point of the rotating shaft 31 is on the same plane as the crosshair 111 of the measuring receiving plate 4 .

所述高度调整杆28竖向中间位置为凹槽,凹槽底面外侧为圆形刻度板29,圆形刻度板29外侧为指针30,指针30端部安装激光发射器34,指针30、圆形刻度板29与高度调整杆28通过转轴31连接。指针30轴向中心线与GPS接收器33中心竖向处于同一平面上。The vertical middle position of the height adjusting rod 28 is a groove, the outer side of the bottom surface of the groove is a circular scale plate 29, the outer side of the circular scale plate 29 is a pointer 30, and a laser emitter 34 is installed at the end of the pointer 30. The scale plate 29 is connected with the height adjustment rod 28 through a rotating shaft 31 . The axial centerline of the pointer 30 is vertically on the same plane as the center of the GPS receiver 33 .

]实施例。] Example.

施工前首先将立柱13、下基座14、转动轴A151、转动轴B152和转动轴C153安装为一体,根据基坑边坡2的坡度及转轴31中心点至下基座14底面的高度,经过三角函数计算立柱13的高度,确保转轴31中心点、监测点12中心点在同一平面上。Before the construction, the column 13, the lower base 14, the rotating shaft A151, the rotating shaft B152 and the rotating shaft C153 are first installed as a whole, and according to the slope of the foundation pit side slope 2 and the height from the center point of the rotating shaft 31 to the bottom surface of the lower base 14, after The trigonometric function calculates the height of the column 13 to ensure that the center point of the rotating shaft 31 and the center point of the monitoring point 12 are on the same plane.

基坑1开挖前按照基坑边坡2的坡度进行施工放样,放出地面开挖尺寸,然后在基坑1边缘开挖点外一定距离地面3开挖坑槽,然后将立柱13垂直于地面埋入坑槽内,浇筑混凝土进行固定。Before the foundation pit 1 is excavated, carry out construction lofting according to the slope of the foundation pit side slope 2, release the ground excavation size, and then excavate the pit groove at a certain distance from the ground 3 outside the excavation point on the edge of the foundation pit 1, and then place the column 13 perpendicular to the ground Bury it in the pit and pour concrete to fix it.

待混凝土强度达到75%设计强度后,将转动轴A151、转动轴B152和转动轴C153安装入水平连接杆固定块16、上基座17内,确保滚轴19对准设计位置;安装水平连接杆7及观测站6;将固定螺杆A25、固定螺杆B26固定,同时在电脑控制系统18中设定监测点的监测坐标,开启GPS接收器33及电机20,电机转动带动电机齿轮22转动,电机齿轮22转动带动转动轴齿轮21转动,转动轴齿轮21转动同时带动转动轴B152、转动轴A151、转动轴C153通过滚轴19转动,同时带动水平连接杆固定块16、水平连接杆7及观测站6转动,当GPS接收器33的坐标达到监测坐标时电机20停止工作,然后对指针30、刻度32、GPS接收器33、激光发射器34进行校核。After the concrete strength reaches 75% of the design strength, install the rotating shaft A151, rotating shaft B152 and rotating shaft C153 into the horizontal connecting rod fixing block 16 and the upper base 17 to ensure that the roller 19 is aligned with the designed position; install the horizontal connecting rod 7 and observation station 6; Fixed screw rod A25, fixed screw rod B26 are fixed, and the monitoring coordinate of monitoring point is set in computer control system 18 simultaneously, open GPS receiver 33 and motor 20, motor rotation drives motor gear 22 to rotate, and motor gear 22 rotates to drive the rotating shaft gear 21 to rotate, and the rotating shaft gear 21 rotates and simultaneously drives the rotating shaft B152, the rotating shaft A151, and the rotating shaft C153 to rotate through the roller 19, and simultaneously drives the horizontal connecting rod fixing block 16, the horizontal connecting rod 7 and the observation station 6 Rotate, when the coordinate of GPS receiver 33 reaches monitoring coordinate, motor 20 stops working, then pointer 30, scale 32, GPS receiver 33, laser transmitter 34 are checked.

基坑1放坡开挖,随着基坑1不断开挖,在基坑边坡2坡面上开挖坑槽,将接收板固定座8垂直基坑边坡2坡面埋入坑槽,通过激光发射器34发射激光对准监测点12,用混凝土固定接收板固定座8,通过激光发射器34发射激光对准所有埋设的监测点12用于监控边坡开挖坡度。The foundation pit 1 is excavated on a slope. With the continuous excavation of the foundation pit 1, a pit groove is excavated on the side slope 2 of the foundation pit, and the receiving plate fixing seat 8 is buried in the pit groove vertically to the side slope 2 of the foundation pit. The laser is emitted by the laser transmitter 34 to align with the monitoring point 12, the receiving plate fixing seat 8 is fixed with concrete, and the laser is emitted by the laser transmitter 34 to align with all buried monitoring points 12 for monitoring the excavation slope of the slope.

随着基坑1不断开挖,要对基坑边坡2的变形进行监测,此时需要将高度调整杆28位置进行调整,将固定螺杆B26固定,此时转轴31与十字丝111处于同一平面上,当基坑边坡2发生位移时,激光发射器34发射的激光点会偏离十字丝111的圆点,如果激光点落在安全区112内,说明基坑边坡2的监测点处于安全状态,当激光点落在警告区113内,通过刻度尺坐标可知边坡位移量并提醒应该进行边坡处理,当激光点落在报警区115内,说明基坑边坡2的监测点位移达到紧急状态并提醒停止施工。With the continuous excavation of the foundation pit 1, it is necessary to monitor the deformation of the foundation pit slope 2. At this time, the position of the height adjustment rod 28 needs to be adjusted, and the fixing screw B26 is fixed. At this time, the rotating shaft 31 and the cross wire 111 are on the same plane Above, when the foundation pit slope 2 is displaced, the laser point emitted by the laser transmitter 34 will deviate from the dot of the crosshair 111. If the laser point falls within the safety zone 112, it means that the monitoring point of the foundation pit slope 2 is in a safe position. state, when the laser point falls in the warning area 113, the displacement of the slope can be known through the coordinates of the scale and reminds that slope treatment should be carried out. State of emergency and reminder to stop construction.

与相关技术相比,本发明提供的一种基坑边坡坡度测量与边坡变形监测装置,基坑边缘地面上固定安装立柱,立柱上端连接有下基座,下基座顶面与水平连接杆固定块活动连接,水平连接杆固定块上端连接有上基座,上基座顶部安装电脑控制系统,水平连接杆固定块横向连接有水平连接杆,转动轴自上而下分别为转动轴C、转动轴A、转动轴B,转动轴C上端安装在上基座内,转动轴A安装在下基座内,转动轴C贯穿于水平连接杆固定块中心,水平连接杆与空心竖向柱垂直固定连接,空心竖向柱内安装高度调整杆,高度调整杆顶部安装GPS接收器,本发明提供的基坑边坡坡度测量与变形检测装置不仅可以用于基坑开挖边坡坡度的监控同时可以进行边坡变形监测,确保基坑施工安全,装置可以重复利用。Compared with related technologies, the present invention provides a foundation pit slope slope measurement and slope deformation monitoring device. A column is fixedly installed on the ground at the edge of the foundation pit. The upper end of the column is connected to a lower base, and the top surface of the lower base is connected to the horizontal The fixed block of the rod is connected flexibly, the upper end of the fixed block of the horizontal connecting rod is connected with the upper base, and the computer control system is installed on the top of the upper base, the fixed block of the horizontal connecting rod is connected horizontally with the horizontal connecting rod, and the rotating shafts from top to bottom are respectively the rotating shaft C , Rotation axis A, rotation axis B, the upper end of the rotation axis C is installed in the upper base, the rotation axis A is installed in the lower base, the rotation axis C runs through the center of the horizontal connecting rod fixed block, and the horizontal connecting rod is perpendicular to the hollow vertical column Fixed connection, a height adjustment rod is installed inside the hollow vertical column, and a GPS receiver is installed on the top of the height adjustment rod. Slope deformation monitoring can be carried out to ensure the safety of foundation pit construction, and the device can be reused.

Claims (6)

1. A foundation pit slope gradient measurement and slope deformation monitoring device is characterized by comprising a foundation pit (1), a foundation pit slope (2), a ground (3), a measurement receiving plate (4), a support column (5), an observation station (6) and a horizontal connecting rod (7), wherein the measurement receiving plate (4) comprises a receiving plate fixing seat (8), a connecting rod A (9), a receiving plate base (10), a scale plate (11), a cross wire (111), a safety zone (112), a warning zone (113), a graduated scale (114), an alarm zone (115) and a monitoring point (12); the support column includes stand (13), lower base (14), axis of rotation A (151), axis of rotation B (152), axis of rotation C (153), horizontal connecting rod fixed block (16), go up base (17), computer control system (18), roller bearing (19), motor (20), axis of rotation gear (21), motor gear (22), motor shaft (23), the observation station includes hollow vertical post (24), clamping screw A (25), clamping screw B (26), horizontal round hole (27), height control pole (28), circular scale board (29), pointer (30), pivot (31), scale (32), GPS receiver (33), laser emitter (34), fixed mounting stand (13) on foundation ditch (1) marginal ground (3), stand (13) upper end is connected with lower base (14), lower base (14) top surface and horizontal connecting rod fixed block (16) swing joint, horizontal connecting rod fixed block (16) upper end is connected with upper base (17), upper base (17) top installation computer control system (18), horizontal connecting rod (16) horizontally connect with horizontal connecting rod (7), axis of rotation C (153), axis of rotation A (153) respectively, top-down (151), top-down (23), top-down, A rotating shaft B (152), the top of the rotating shaft C (153) is arranged in an upper base (17), a roller (19) is arranged at the center of the top of the rotating shaft C (153), the rotating shaft C (153) penetrates through the center of a horizontal connecting rod fixing block (16), the rotating shaft A (151), the rotating shaft B (152) is arranged in a lower base (14), the roller (19) is arranged at the center of the bottom of the rotating shaft B (152), a rotating shaft gear (21) is welded on the circumference of the rotating shaft B (152), the rotating shaft gear (21) is matched with a motor gear (22) to work, a motor rotating shaft (23) is arranged at the vertical center of the motor gear (22), the motor rotating shaft (23) is connected with a motor (20), a hollow vertical column (24) penetrates through a horizontal connecting rod (7) to be vertically and fixedly connected, a height adjusting rod (28) is movably arranged in the hollow vertical column (24), two horizontal round holes (27) are vertically arranged in the hollow vertical column (24), a fixing screw rod A (25) and a fixing screw B (26) are respectively arranged in the two horizontal round holes (27), a GPS receiver (33) is arranged at the top of the height adjusting rod (28), a vertical height adjusting rod (28), a groove is arranged in a connecting rod (29), a connecting rod receiving plate is connected with a circular base (10) and a receiving plate (10), the side surface of the receiving plate base (10) is provided with a scale plate (11), the center point of the cross wire (111) is coincided with the circle center of the scale plate (11), the circle center of the scale plate (11) is respectively provided with a safety zone (112), a warning zone (113) and an alarm zone (115) from inside to outside, a graduated scale (114) is arranged in the warning zone (113), and a monitoring point (12) is arranged on the side of a receiving plate fixing seat (8) aligning to a pointer (30).
2. The foundation pit slope gradient measurement and slope deformation monitoring device according to claim 1, characterized in that the receiving plate fixing base (8) is installed in an inclined manner, the inclination angle is consistent with the slope of the foundation pit slope (2), the monitoring point (12) is arranged at the slope surface of the receiving plate fixing base (8) and the foundation pit slope (2), and the monitoring point (12) and the laser transmitter (34) are positioned on the same straight line.
3. The foundation pit slope gradient measurement and slope deformation monitoring device according to claim 1, wherein the scale plate (11) is a circular plate, a cross wire (111) is arranged at the center of the circular plate, the first circular area is a safety area (112), the area between the first circular area and the second circular area is a warning area (113), the area between the second circular area and the third circular area is a warning area (115), and scales (114) are arranged in the safety area (112) and the warning area (113).
4. The foundation pit slope gradient measurement and slope deformation monitoring device as claimed in claim 1, wherein the rotating shaft C (153) is hexagonal in inner section in the upper base (17) and the horizontal connecting rod fixing block (16), and the rotating shaft A (151) and the rotating shaft B (152) are circular in inner section in the lower base (14).
5. The foundation pit slope gradient measurement and slope deformation monitoring device according to claim 1, wherein the arrangement position of the horizontal round hole (27) is determined by the gradient of the foundation pit slope (2), a height adjusting rod (28), the distance between a receiving plate base (10) and a rotating shaft (31) through trigonometric function calculation, and the central point of the rotating shaft (31) and a monitoring point (12) are positioned on the same plane when a fixing screw A (25) is screwed down; when the fixing screw B (26) is screwed, the central point of the rotating shaft (31) and the cross wire (111) of the measuring receiving plate (4) are positioned on the same plane.
6. The foundation pit slope gradient measuring and slope deformation monitoring device as claimed in claim 1, wherein a groove is formed in the vertical middle position of the height adjusting rod (28), a circular scale plate (29) is arranged on the outer side of the bottom surface of the groove, a pointer (30) is arranged on the outer side of the circular scale plate (29), a laser transmitter (34) is mounted at the end portion of the pointer (30), the pointer (30) and the circular scale plate (29) are connected with the height adjusting rod (28) through a rotating shaft (31), and the axial center line of the pointer (30) and the center of the GPS receiver (33) are vertically located on the same plane.
CN202211626460.6A 2022-12-17 2022-12-17 Foundation pit side slope gradient measurement and side slope deformation monitoring device Withdrawn CN115787754A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202211626460.6A CN115787754A (en) 2022-12-17 2022-12-17 Foundation pit side slope gradient measurement and side slope deformation monitoring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202211626460.6A CN115787754A (en) 2022-12-17 2022-12-17 Foundation pit side slope gradient measurement and side slope deformation monitoring device

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CN115787754A true CN115787754A (en) 2023-03-14

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CN202211626460.6A Withdrawn CN115787754A (en) 2022-12-17 2022-12-17 Foundation pit side slope gradient measurement and side slope deformation monitoring device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118518075A (en) * 2024-07-19 2024-08-20 中国电建集团山东电力建设第一工程有限公司 Road bridge gradient detection device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118518075A (en) * 2024-07-19 2024-08-20 中国电建集团山东电力建设第一工程有限公司 Road bridge gradient detection device

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