CN105424910B - Device for measuring layered settlement of soil mass - Google Patents

Device for measuring layered settlement of soil mass Download PDF

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CN105424910B
CN105424910B CN201510919264.1A CN201510919264A CN105424910B CN 105424910 B CN105424910 B CN 105424910B CN 201510919264 A CN201510919264 A CN 201510919264A CN 105424910 B CN105424910 B CN 105424910B
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settlement
soil
soil body
measurement apparatus
sedimentation
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CN105424910A (en
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张建新
岳晓鹏
刘举
李军伟
王凯
蒋坪临
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Tianjin Chengjian University
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    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
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Abstract

本发明提供了一种土体分层沉降测量装置,包括模型箱、沉降测量组件和加压装置三个部分,模型箱为顶端开口的正方体结构,沉降测量组件包括底座、定位杆、沉降管和位移传感器。沉降管外径大小不一,高度不同,在沉降管的管径内壁刻有两条定位滑道,定位滑道内嵌有滚珠。传感器架连接传感器固定在定位杆上,指针搭接在L型薄片上,导线连接在PC机上。多个沉降管由外径从小到大依次套入主体标杆上,其中,沉降管的高度依照所测量的土层深度决定。土层的压力是通过液压泵传送的,其各土层分层沉降数据通过PC机进行采集。本发明沉降测量装置实现了土体单孔多点的沉降测量,能够很好的测量土层的分层沉降,非常适用于室内模型箱试验。

The invention provides a soil layered settlement measurement device, which includes three parts: a model box, a settlement measurement assembly and a pressurizing device. The model box is a cube structure with an open top, and the settlement measurement assembly includes a base, a positioning rod, a settlement tube and Motion detector. The outer diameters of the settling tubes are different in size and height, and two positioning slides are engraved on the inner wall of the settling tube diameter, and balls are embedded in the positioning slides. The sensor frame is connected to the sensor and fixed on the positioning rod, the pointer is lapped on the L-shaped sheet, and the wire is connected to the PC. A plurality of settling tubes are inserted into the main pole in order from small to large outer diameters, wherein the height of the settling tubes is determined according to the measured soil depth. The pressure of the soil layer is transmitted through the hydraulic pump, and the settlement data of each layer of the soil layer is collected through the PC. The settlement measuring device of the invention realizes the settlement measurement of single hole and multiple points of the soil body, can well measure the layered settlement of the soil layer, and is very suitable for indoor model box tests.

Description

一种土体分层沉降测量装置A Soil Layer Settlement Measuring Device

技术领域technical field

本发明涉及土工模型试验技术领域,尤其涉及一种土体分层沉降测量装置。The invention relates to the technical field of soil engineering model tests, in particular to a soil layered settlement measurement device.

背景技术Background technique

在我国的沿海地区,许多工程地基往往都是利用软土经过加固处理所形成,由于软土具有压缩性高、孔隙比大、渗透性低等特点,这就会使建筑物发生不规则沉降,造成墙体开裂给建筑物的稳定性带来了很大的破坏。为了控制软土地基的稳定性、保证建筑物的安全性,测试地基土的沉降就显得十分必要。由于现场试验的周期长、费用高、影响因素多等原因,室内模型试验已成为当今科研研究领域内的主要研究手段,室内模型试验是岩土工程试验的重要组成部分,一般土工模型试验除了测试土体表面的沉降外,还要求测量土体的分层沉降。通过测试不同深度土层的沉降量,了解不同深度土层的变形特性,进而来探究控制地基土的变形的施工方法及其改造措施。常见室内土体分层沉降的测试方法是在土层中放置沉降板,沉降板与沉降杆相连并伸出模型箱,在对土体进行加压时,通过测量仪器观测沉降杆的下降高度进而得出土层的沉降量。其存在的问题是在要求对土层多个不同深度的测点进行测量时,需要插入多个沉降管,由于模型箱内的土体表面积有限,难以避免杆与杆之间形成的挤土效应,影响测量值的准确性与可靠性。In my country's coastal areas, many engineering foundations are often formed by using soft soil after reinforcement treatment. Because soft soil has the characteristics of high compressibility, large void ratio, and low permeability, it will cause irregular settlement of buildings. The cracking of the wall caused great damage to the stability of the building. In order to control the stability of soft soil foundation and ensure the safety of buildings, it is very necessary to test the settlement of foundation soil. Due to the long period, high cost and many influencing factors of the field test, the indoor model test has become the main research method in the field of scientific research. The indoor model test is an important part of the geotechnical engineering test. In addition to the settlement of the soil surface, it is also required to measure the layered settlement of the soil. By testing the settlement of soil layers at different depths, we can understand the deformation characteristics of soil layers at different depths, and then explore the construction methods and reconstruction measures to control the deformation of foundation soil. The common indoor soil layered settlement test method is to place a settling plate in the soil layer, the settling plate is connected with the settling bar and extends out of the model box, and when the soil is pressurized, the descending height of the settling bar is observed by measuring instruments and then Get the settlement of the soil layer. The problem is that when it is required to measure multiple measuring points with different depths in the soil layer, multiple settlement tubes need to be inserted. Due to the limited surface area of the soil in the model box, it is difficult to avoid the soil squeezing effect formed between the rods. , affecting the accuracy and reliability of the measured values.

发明内容Contents of the invention

本发明的目的在于克服现有技术的不足,提供一种土体分层沉降测量装置,该测量装置可实现对模型箱内土体进行单孔多点的沉降测量。The object of the present invention is to overcome the deficiencies of the prior art and provide a soil layered settlement measurement device, which can realize single-hole multi-point settlement measurement of the soil in the model box.

为达到上述目的,本发明采用的技术方案为:In order to achieve the above object, the technical scheme adopted in the present invention is:

一种土体分层沉降测量装置,包括模型箱(1)、沉降测量组件(2)和加压装置(3),所述模型箱(1)为顶端开口的正方体结构,所述沉降测量组件(2)由定位杆(4)、固定所述定位杆(4)的底座(5)、套在所述定位杆(4)上的沉降套管(6)和位移传感器(7)组成,所述沉降套管(6)包括2~5个沉降管(8),各个沉降管(8)均套在所述定位杆(4)上,相邻沉降管(8)之间设置有定位滑道(9),所述定位滑道(9)内设置滚珠,所述沉降管(8)上部连有L型薄片(10),所述位移传感器(7)指针的一端搭接在所述L型薄片(10)上,所述位移传感器(7)指针的另一端通过导线连接在PC机上,所述沉降测量组件(2)设置于所述模型箱(1)内,所述加压装置(3)包括液压泵(11)、压力传动杆(12)以及连接在所述压力传动杆(12)末端的承压板(13),所述承压板(13)上部有开口,覆盖在所述模型箱(1)的箱口。A soil layered settlement measurement device, comprising a model box (1), a settlement measurement component (2) and a pressurizing device (3), the model box (1) is a cube structure with an open top, and the settlement measurement component (2) consists of a positioning rod (4), a base (5) for fixing the positioning rod (4), a settlement sleeve (6) and a displacement sensor (7) sleeved on the positioning rod (4), and the The settling casing (6) includes 2 to 5 settling tubes (8), each settling tube (8) is set on the positioning rod (4), and a positioning slideway is arranged between adjacent settling tubes (8) (9), the positioning slide (9) is provided with a ball, the upper part of the settling tube (8) is connected with an L-shaped sheet (10), and one end of the pointer of the displacement sensor (7) is lapped on the L-shaped On the sheet (10), the other end of the pointer of the displacement sensor (7) is connected to the PC through a wire, the settlement measurement assembly (2) is arranged in the model box (1), and the pressurizing device (3 ) includes a hydraulic pump (11), a pressure transmission rod (12) and a pressure bearing plate (13) connected to the end of the pressure transmission rod (12), the upper part of the pressure bearing plate (13) has an opening, covering the The mouth of the model box (1).

优选的,所述沉降管(8)的底端外延设置有传感片(14),所述传感片(14)的形状为圆形。Preferably, the bottom end of the settling tube (8) is extended with a sensing piece (14), and the shape of the sensing piece (14) is circular.

优选的,所述沉降测量组件(2)的底座(5)的形状为正方形,尺寸为所述模型箱(1)的1/5~2/5。Preferably, the shape of the base (5) of the settlement measurement assembly (2) is square, and the size is 1/5-2/5 of the model box (1).

优选的,所述位移传感器(7)与所述沉降管(8)的数量一致。Preferably, the number of the displacement sensor (7) is consistent with that of the settling tube (8).

优选的,所述承压板(13)与所述模型箱(1)箱口的尺寸一致。Preferably, the size of the pressure bearing plate (13) is consistent with that of the opening of the model box (1).

本发明测量装置工作原理如下:The working principle of the measuring device of the present invention is as follows:

一种土体分层沉降测量装置,其沉降测量组件置于模型箱中,沉降管的直径,高度各不相同,依次套在定位杆上,位移传感器通过传感器架固定在定位标杆上,传感器指针的一端搭接在与沉降管相连的L型薄片上,传感器指针的另一端通过导线连接在PC机上,通过液压泵传送压力至承压板,对土层进行均匀加压,此时,与沉降管相连的传感片会因受压带动沉降管下沉,搭接在沉降管上的位移传感器指针也会随之下移,其下降数值可通过PC机的数据采集而得到,即为土层的沉降量。A soil layered settlement measurement device. The settlement measurement components are placed in the model box. The diameters and heights of the settlement tubes are different, and they are set on the positioning rod in turn. The displacement sensor is fixed on the positioning pole through the sensor frame. The sensor pointer One end of the sensor is lapped on the L-shaped sheet connected to the settlement tube, the other end of the sensor pointer is connected to the PC through a wire, and the pressure is transmitted to the pressure plate through the hydraulic pump to uniformly pressurize the soil layer. The sensor plate connected to the tube will sink due to the pressure, and the pointer of the displacement sensor lapped on the tube will also move down accordingly. of settlement.

本发明的有益效果有:The beneficial effects of the present invention have:

(1)本发明沉降测量装置所采用的沉降管的管径内壁设有两个定位滑道,定位滑道内嵌有滚珠,在多个沉降管依次套入主体标杆上,对土层加压时,不同外径的沉降管会随着对土体的加压而下沉,此时,定位滑道内嵌有的滚珠能够有效的减小管与管之间的摩擦,并且会防止沉降管相互之间发生转动。(1) The inner wall of the pipe diameter of the settling tube adopted by the settlement measuring device of the present invention is provided with two positioning slides, and balls are embedded in the positioning slides, and a plurality of settling tubes are inserted into the main body benchmark in turn to pressurize the soil layer At this time, the settling tubes with different outer diameters will sink with the pressure on the soil. At this time, the balls embedded in the positioning slide can effectively reduce the friction between the tubes and prevent the settling tubes rotate with each other.

(3)本发明的沉降测量装置能够实现对土体单孔多点的沉降测量,从而避免了因测点过多,插入土体的沉降管太密而引起杆与杆之间的挤土效应。(3) The settlement measurement device of the present invention can realize the settlement measurement of single hole and multiple points of the soil, thereby avoiding the soil squeezing effect between the rods caused by too many measuring points and too dense settlement pipes inserted into the soil .

附图说明:Description of drawings:

图1为本发明沉降测量装置的主视图;Fig. 1 is the front view of the settlement measuring device of the present invention;

图2为本发明沉降测量组件的主视图;Fig. 2 is the front view of the settlement measuring assembly of the present invention;

图3为本发明沉降管的剖面图;Fig. 3 is the sectional view of settling tube of the present invention;

图4为本发明沉降管的俯视图。Fig. 4 is a top view of the settling tube of the present invention.

图中,1、模型箱,2、沉降测量组件,3、加压装置,4、定位杆,5、底座,6、沉降套管,7、位移传感器,8、沉降管,9、定位滑道,10、L型薄片,11、液压泵,12、压力传动杆,13、承压板,14、传感片,15、排水孔。In the figure, 1. Model box, 2. Settling measurement component, 3. Pressurizing device, 4. Positioning rod, 5. Base, 6. Settling sleeve, 7. Displacement sensor, 8. Settling tube, 9. Positioning slideway , 10, L-shaped sheet, 11, hydraulic pump, 12, pressure transmission rod, 13, pressure plate, 14, sensor sheet, 15, drainage hole.

具体实施方式detailed description

为了使本发明所解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图与实施例,对本发明作进一步的说明。应当理解,此处所描述的实施例仅仅用于解释本发明,并不用于限定本发明。In order to make the technical problems, technical solutions and beneficial effects solved by the present invention clearer, the present invention will be further described below in conjunction with the accompanying drawings and embodiments. It should be understood that the embodiments described here are only used to explain the present invention, not to limit the present invention.

如图1至图4所示,一种土体分层沉降测量装置,包括模型箱(1)、沉降测量组件(2)和加压装置(3),其特征在于:所述模型箱(1)为顶端开口的正方体结构,所述沉降测量组件(2)由定位杆(4)、固定所述定位杆(4)的底座(5)、套在所述定位杆(4)上的沉降套管(6)和位移传感器(7)组成,所述沉降套管(6)包括2~5个沉降管(8),所述相邻沉降管(8)之间设置有定位滑道(9),定位滑道内设置若干滚珠,沉降管(8)是外径大小不一,高度各不相同的。其高度是依根据试验前所预设的沉降测点的深度而决定,其数量是依据测点的多少而决定。所述多个传感片(14)刻有螺纹,其外径均为一致,沉降管(8)与传感片(14)通过螺纹进行连接,所述传感片(14)的个数大于2,所述多个L型薄片(10)其规格大小均为相同,沉降管(8)与L型薄片(10)通过螺栓进行连接。在埋设的过程中,依据测点的深度依次将各个沉降管(8)套在定位杆(4)上,埋设完成后,其伸出模型箱外的沉降管(8)的高度是随着其外径的增大而减小。其所述位移传感器(7)通过传感器架固定在定位标杆(4)上,所述多个位移传感器(7)指针依次搭接在各个L型薄片(10)上,所述多个位移传感器(7)指针的另一端通过导线连接在PC机上,通过液压泵(11)提供压力,经过压力传动杆(12)传递在与之相连的承压板(13)上,进而对箱内土体进行均匀加压,当对箱内土体加压时,土体的下沉会带动沉降管(8)下移,此时,位移传感器(7)的指针会随之下降,其下降数值可通过PC机的数据采集而得到。As shown in Figures 1 to 4, a soil layered settlement measurement device includes a model box (1), a settlement measurement assembly (2) and a pressurizing device (3), characterized in that: the model box (1 ) is a cube structure with an opening at the top, and the settlement measurement assembly (2) consists of a positioning rod (4), a base (5) for fixing the positioning rod (4), and a settlement cover set on the positioning rod (4). tube (6) and a displacement sensor (7), the settling sleeve (6) includes 2 to 5 settling tubes (8), and positioning slides (9) are arranged between the adjacent settling tubes (8) , some balls are set in the positioning slideway, and the settling tube (8) is of different diameters and heights. Its height is determined according to the depth of the preset settlement measuring points before the test, and its quantity is determined according to the number of measuring points. Described a plurality of sensor chips (14) are engraved with screw thread, and its outer diameter is consistent, and settling tube (8) is connected with sensor chip (14) by screw thread, and the number of described sensor chip (14) is greater than 2. The specifications and sizes of the multiple L-shaped sheets (10) are all the same, and the settling tube (8) and the L-shaped sheets (10) are connected by bolts. During the embedding process, set each settling tube (8) on the positioning rod (4) in turn according to the depth of the measuring point. decrease with increasing outer diameter. Its described displacement sensor (7) is fixed on the positioning pole (4) by sensor frame, and described multiple displacement sensor (7) pointers are overlapped successively on each L-shaped sheet (10), and described multiple displacement sensor ( 7) The other end of the pointer is connected to the PC through a wire, the pressure is provided by the hydraulic pump (11), and the pressure is transmitted to the pressure bearing plate (13) connected to it through the pressure transmission rod (12), and then the soil in the box is carried out. Evenly pressurize, when the soil in the box is pressurized, the subsidence of the soil will drive the settlement tube (8) to move down, at this time, the pointer of the displacement sensor (7) will drop accordingly, and the value of the drop can be checked by the PC obtained from the data collected by the machine.

本实施例沉降测量装置,可以有效的减少插入箱体内沉降杆数,有效的避免了因测点过多,插入土体的沉降管太密而引起杆与杆之间的挤土效应,从而实现了对土体单孔多点的沉降测量,并且操作方便,其数据是经过高精度位移传感器进行测量,并通过PC机采集,读数精确可靠,非常适用于室内模型箱试验。The settlement measurement device of this embodiment can effectively reduce the number of settlement rods inserted into the box, and effectively avoid the soil squeezing effect between the rods caused by too many measuring points and too dense settlement pipes inserted into the soil, thereby realizing It realizes the settlement measurement of single hole and multiple points of the soil, and is easy to operate. The data is measured by a high-precision displacement sensor and collected by a PC. The readings are accurate and reliable, and it is very suitable for indoor model box tests.

以上所述仅为本发明的较佳实施例,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、同等替换和改进等,均应落在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention should fall within the protection scope of the present invention. within.

Claims (8)

1. a kind of soil body delaminating deposition measurement apparatus, including model casing (1), settlement measurement component (2) and pressue device (3), its It is characterised by:The model casing (1) for top end opening cube structure, the settlement measurement component (2) by locating rod (4), The base (5) of the fixation locating rod (4), the sedimentation sleeve pipe (6) being enclosed within the locating rod (4) and displacement transducer (7) group Into sedimentation sleeve pipe (6) is including 2~5 sedimentation pipes (8), and each sedimentation pipe (8) is enclosed within the locating rod (4), adjacent It is provided between sedimentation pipe (8) in locator slide (9), locator slide and ball is set, it is thin that sedimentation pipe (8) top is connected with L-type Piece (10), one end of institute's displacement sensors (7) pointer is overlapped on L-type thin slice (10), institute's displacement sensors (7) pointer The other end is connected on PC by wire;The settlement measurement component (2) is arranged in the model casing (1), the pressurization Device (3) is including hydraulic pump (11), pressure actuation bar (12) and is connected to the bearing plate of pressure actuation bar (12) end (13), opening is arranged at bearing plate (13) top, is covered on the case mouth of the model casing (1);The bottom of the sedimentation pipe (8) Extension is provided with vane (14).
2. a kind of soil body delaminating deposition measurement apparatus according to claim 1, it is characterised in that:The vane (14) It is generally circular in shape.
3. a kind of soil body delaminating deposition measurement apparatus according to claim 1, it is characterised in that:The settlement measurement component (2) base (5) is shaped as square, and the size of the base (5) of the settlement measurement component (2) is the model casing (1) 1/5~2/5.
4. a kind of soil body delaminating deposition measurement apparatus according to claim 1, it is characterised in that:Institute's displacement sensors (7) it is consistent with the quantity of the sedimentation pipe (8).
5. a kind of soil body delaminating deposition measurement apparatus according to claim 1, it is characterised in that:The bearing plate (13) with The consistent size of model casing (1) the case mouth.
6. a kind of soil body delaminating deposition measurement apparatus according to claim 1, it is characterised in that:The sedimentation pipe (8) with The vane (14) is attached by screw thread.
7. a kind of soil body delaminating deposition measurement apparatus according to claim 1, it is characterised in that:The L-type thin slice (10) Quantity be more than 2, the specification size of the L-type thin slice (10) is identical.
8. a kind of soil body delaminating deposition measurement apparatus according to claim 1, it is characterised in that:The sedimentation pipe (8) with The L-type thin slice (10) is attached by bolt.
CN201510919264.1A 2015-12-11 2015-12-11 Device for measuring layered settlement of soil mass Expired - Fee Related CN105424910B (en)

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