CN204228157U - A kind of pile sinking inclination measurement instrument apparatus - Google Patents
A kind of pile sinking inclination measurement instrument apparatus Download PDFInfo
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- CN204228157U CN204228157U CN201420679866.5U CN201420679866U CN204228157U CN 204228157 U CN204228157 U CN 204228157U CN 201420679866 U CN201420679866 U CN 201420679866U CN 204228157 U CN204228157 U CN 204228157U
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- 229910000831 Steel Inorganic materials 0.000 claims description 13
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- 238000010276 construction Methods 0.000 abstract description 9
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Abstract
本实用新型涉及一种沉桩倾斜测量仪装置,包括接触盘,测杆,测量盘,吊锤,测量盘和吊锤用插销规定在测杆上,吊锤的固定点即是测量盘的圆心。它是一种简易的测量沉桩倾斜角度变化以及标高改变的工程现场测量工具,利用地心引力方向始终竖直向下的原理,用角度盘偏角来测读桩体倾斜度,由测杆标线测读桩体到地表面相对高度,并且可以进一步结合水准仪或全站仪测读桩顶高程。本测仪读数结构简单,操作简便,读数准确,便于施工监控,具有很强的工程适用性。
The utility model relates to a pile sinking inclination measuring instrument device, which comprises a contact plate, a measuring rod, a measuring plate, a hanging hammer, the measuring plate and the hanging hammer are fixed on the measuring rod by a bolt, and the fixed point of the hanging hammer is the center of the measuring plate . It is a simple engineering field measurement tool for measuring the inclination angle change and elevation change of pile sinking. It uses the principle that the direction of gravity is always vertically downward, and uses the deflection angle of the angle disc to measure the inclination of the pile body. The relative height of the pile body to the ground surface is measured and read by the marking line, and the height of the pile top can be further combined with a level or a total station. The reading structure of this tester is simple, easy to operate, accurate reading, convenient for construction monitoring, and has strong engineering applicability.
Description
技术领域technical field
本实用新型涉及工程测量和工程施工技术领域,尤其是一种用于测量桩体倾斜度和相对标高的沉桩倾斜测量仪装置。The utility model relates to the technical field of engineering survey and engineering construction, in particular to a pile sinking inclination measuring instrument device for measuring the inclination and relative elevation of a pile body.
背景技术Background technique
20世纪八十年代以来,特别是到了21世纪,经济的飞速发展,从而使城市人口加剧,从而造成了资源紧缺。为了应对这一趋势,一栋栋多层以及高层建筑拔地而起,而使在这些建筑能够达到设计承载力,在基础下打桩应运而生。然而,施工人员在施工放线与定桩位时产生偏差、地质情况复杂以及施工不当等原因,都会引起的桩体倾斜和沉桩上浮或桩长埋置不足。沉桩工程病害往往会造成承载力降低,对建筑物的安全和正常使用产生不利影响。Since the 1980s, especially in the 21st century, the rapid economic development has increased the urban population, resulting in a shortage of resources. In order to cope with this trend, multi-storey and high-rise buildings have sprung up, so that these buildings can reach the design bearing capacity, and piling under the foundation has emerged as the times require. However, the deviation of the construction personnel during the construction of the line and the position of the pile, the complex geological conditions, and improper construction will all cause the pile body to tilt, the pile to float or the pile length to be buried insufficiently. Pile sinking engineering diseases often cause a reduction in bearing capacity, which adversely affects the safety and normal use of buildings.
而现有对桩身的评价往往通过对沉桩质量中桩身的完整性以及桩承载性能的检测,从而来判断沉桩的好坏。而桩身的垂直度属于现场控制的内容,施工人员在桩身顺利入土后常常容易忽略其后续变化。在施工现场,由于打桩过程中的挤土效应,垂直的桩会在不知不觉中倾斜,而在最后检测中却无法检测出来,进行土方开外的时候突然发现桩身倾斜,这时候采取一系列补救措施,往往会造成重大的损失。However, the existing evaluation of the pile body often judges whether the pile is good or bad by inspecting the integrity of the pile body and the load-bearing performance of the pile in the quality of the pile. The verticality of the pile body belongs to the content of on-site control, and construction personnel often tend to ignore the subsequent changes after the pile body is successfully inserted into the soil. At the construction site, due to the soil squeezing effect during the piling process, the vertical piles will tilt unknowingly, but it cannot be detected in the final inspection. When the earthwork is excavated, the pile body is suddenly found to be tilted. At this time, a series of measures are taken. Remedial measures often result in significant losses.
实用新型内容Utility model content
本实用新型要解决的技术问题是:为克服上述存在的问题,将基础工程中主要承受竖向荷载的普通钻孔灌注桩进行改进,提供一种沉桩倾斜测量仪装置,并将4根桩进行组合,获得一种新型基坑支护桩体型式。The technical problem to be solved by the utility model is: in order to overcome the above-mentioned existing problems, improve the ordinary bored piles that mainly bear vertical loads in the foundation engineering, provide a pile sinking inclination measuring instrument device, and connect the four piles Combined, a new foundation pit support pile type is obtained.
本实用新型解决其技术问题所采用的技术方案是:一种沉桩倾斜测量仪装置,包括设置在沉桩桩体顶部的接触盘,所述的接触盘为刚度较大的钢板,所述的接触盘与沉桩桩体顶部的端板紧密贴合,所述的接触盘上方设置有测杆,所述的接触盘中心处钻有内丝螺纹孔,所述的测杆底部焊接螺杆,所述的接触盘和测杆通过丝扣连接,所述的接触盘底部与螺杆连接处设置有螺帽,所述的测杆杆体表面布置有小孔,所述的小孔内通过插销固定有角度测量盘,所述的测杆上设置有吊锤,所述的角度测量盘根据吊锤吊点与角度测量盘距离作为半径确定弧长和刻度分布,所述的吊锤的固定点为角度测量盘的圆心。The technical solution adopted by the utility model to solve the technical problem is: a pile sinking inclination measuring instrument device, including a contact plate arranged on the top of the pile body, the contact plate is a steel plate with high rigidity, and the The contact plate is closely attached to the end plate on the top of the pile body, a measuring rod is arranged above the contact plate, an inner threaded hole is drilled in the center of the contact plate, and a screw is welded at the bottom of the measuring rod. The contact plate and the measuring rod are connected by screws, the bottom of the contact plate and the screw are connected with a nut, the surface of the measuring rod body is arranged with a small hole, and the small hole is fixed with an angle by a bolt. Measuring plate, the measuring rod is provided with a hanging hammer, and the angle measuring plate is used as the radius to determine the arc length and scale distribution according to the distance between the lifting point of the hanging hammer and the angle measuring plate, and the fixed point of the hanging hammer is used for angle measurement The center of the disk.
进一步地,所述的测杆采用复数根空心钢管插接而成,所述的空心钢管连接时从下而上孔径依次减小,所述的空心钢管之间通过按钮型伸缩装置进行连接。Further, the measuring rod is formed by inserting a plurality of hollow steel pipes, and the hole diameters of the hollow steel pipes decrease sequentially from bottom to top when connected, and the hollow steel pipes are connected by button-type telescopic devices.
进一步地,所述的接触盘可根据沉桩桩体尺寸进行配套更换,便于测读不同管桩倾斜度和相对高度。Further, the contact plate can be matched and replaced according to the size of the pile body, which is convenient for measuring and reading the inclination and relative height of different pipe piles.
更进一步地,所述的接触盘的直径为400mm~500mm,适宜桩径500mm、600mm。Furthermore, the diameter of the contact disc is 400mm-500mm, and the suitable pile diameter is 500mm and 600mm.
本实用新型的有益效果是,本实用新型的一种沉桩倾斜测量仪装置利用地心引力方向始终竖直向下的原理,用角度测量盘偏角来测读桩体倾斜度,由测杆标线测读桩体到地表面相对高度,并且可以进一步结合水准仪或全站仪测读桩顶高程,能够在施工现场压桩过程中,对已经压完的桩进行倾斜度测量,及时的发现桩体的倾斜,就可以早做准备,采取补救措施,结构简单,操作简便,读数准确,便于施工监控,具有很强的工程适用性。The beneficial effect of the utility model is that a kind of pile sinking inclination measuring instrument device of the utility model utilizes the principle that the gravitational direction is always vertically downward, uses the angle measuring disc deflection angle to measure and read the inclination of the pile body, and the inclination of the pile body is measured by the measuring rod The marking line measures the relative height of the pile body to the ground surface, and can be further combined with a level or a total station to measure the height of the pile top. It can measure the inclination of the pile that has been pressed during the pile pressing process on the construction site, and find out in time The inclination of the pile body can be prepared early and remedial measures can be taken. The structure is simple, the operation is easy, the reading is accurate, and it is convenient for construction monitoring, and has strong engineering applicability.
附图说明Description of drawings
下面结合附图和实施例对本实用新型进一步说明。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 a structural representation of the utility model.
图2是本实用新型中角度测量盘的结构示意图。Fig. 2 is a schematic diagram of the structure of the angle measuring disc in the utility model.
图3是本实用新型中测杆的结构示意图。Fig. 3 is a structural schematic diagram of the measuring rod in the utility model.
图4是本实用新型中接触盘的结构示意图。Fig. 4 is a structural schematic diagram of the contact plate in the utility model.
图中1.沉桩桩体,2.接触盘,3.测杆,4.螺杆,5.角度测量盘,6.吊锤,7.按钮型伸缩装置。In the figure 1. Pile sinking pile body, 2. Contact plate, 3. Measuring rod, 4. Screw rod, 5. Angle measuring plate, 6. Hanging hammer, 7. Button type telescopic device.
具体实施方式Detailed ways
现在结合附图对本实用新型作进一步详细的说明。这些附图均为简化的示意图,仅以示意方式说明本实用新型的基本结构,因此其仅显示与本实用新型有关的构成。Now in conjunction with accompanying drawing, the utility model is described in further detail. These drawings are all simplified schematic diagrams, and only schematically illustrate the basic structure of the utility model, so they only show the configurations related to the utility model.
如图1所示的一种沉桩倾斜测量仪装置,包括设置在沉桩桩体1顶部的接触盘2,接触盘2为刚度较大的钢板,接触盘2与沉桩桩体1顶部的端板紧密贴合,接触盘2上方设置有测杆3,接触盘2中心处钻有内丝螺纹孔,测杆3底部焊接螺杆4,螺杆4长度取80mm;接触盘2和测杆3通过丝扣连接,接触盘2底部与螺杆4连接处设置有螺帽,测杆3杆体每50cm布置孔径为6mm的小孔,取半径为50cm的角度测量盘5如图2所示,用插销固定吊锤6和角度测量盘5,使得吊锤6和角度测量盘5能上下移动。A kind of pile sinking inclination measuring instrument device as shown in Figure 1, comprises the contact plate 2 that is arranged on the top of pile sinking pile body 1, and contact plate 2 is the steel plate with higher rigidity, and contact plate 2 and the top of pile sinking pile body 1 The end plate is closely attached, the measuring rod 3 is set above the contact disc 2, and the center of the contact disc 2 is drilled with an inner threaded hole, the bottom of the measuring rod 3 is welded with the screw 4, and the length of the screw 4 is 80mm; the contact disc 2 and the measuring rod 3 pass through Threaded connection, a nut is provided at the connection between the bottom of the contact plate 2 and the screw 4, small holes with a diameter of 6 mm are arranged every 50 cm on the body of the measuring rod 3, and the angle measuring plate 5 with a radius of 50 cm is taken as shown in Figure 2 and fixed with a bolt The hanging hammer 6 and the angle measuring disk 5 make the hanging hammer 6 and the angle measuring disk 5 move up and down.
如图3所示,测杆采用复数根空心钢管插接而成,空心钢管连接时从下而上孔径依次减小,空心钢管之间通过按钮型伸缩装置7进行连接,空心钢管的长度均为3m。接触盘2可根据沉桩桩体1尺寸进行配套更换,便于测读不同管桩倾斜度和相对高度。如图4所示,接触盘2的直径为400mm~500mm,适宜桩径500mm、600mm。As shown in Figure 3, the measuring rod is made of a plurality of hollow steel pipes plugged together. When the hollow steel pipes are connected, the hole diameter decreases sequentially from bottom to top. The hollow steel pipes are connected by a button-type telescopic device 7. The length of the hollow steel pipes is 3m. The contact plate 2 can be matched and replaced according to the size of the pile body 1, which is convenient for measuring and reading the inclination and relative height of different pipe piles. As shown in Fig. 4, the diameter of the contact disc 2 is 400mm-500mm, and the suitable pile diameter is 500mm and 600mm.
测量流程如下:The measurement process is as follows:
a把沉桩倾斜测量仪装置下部伸入沉桩桩体孔洞,接触盘2紧贴沉桩桩体1上的端头板。a. Extend the lower part of the pile sinking inclination measuring instrument device into the hole of the pile sinking pile body, and the contact plate 2 is close to the end plate on the pile sinking pile body 1.
b待吊锤6稳定后,观察垂线在角度测量盘5上的角度,这个角度即为沉桩桩体1的倾斜角度。b After the hanging hammer 6 is stabilized, observe the angle of the vertical line on the angle measuring disk 5, this angle is the inclination angle of the pile body 1.
c在测量倾斜角度的同时,可以利用水准仪,根据已有的一个水准点作为后视点读数,从而读出测杆3上的读数,然后用后视点读数减去测杆3上的读数即为沉桩桩体1高程。c While measuring the inclination angle, a level can be used to read the reading on the measuring pole 3 according to an existing level point as the reading of the backsight point, and then subtract the reading on the measuring pole 3 from the reading of the backsight point to obtain the sinking Pile body 1 elevation.
以上述依据本实用新型的理想实施例为启示,通过上述的说明内容,相关工作人员完全可以在不偏离本项实用新型技术思想的范围内,进行多样的变更以及修改。本项实用新型的技术性范围并不局限于说明书上的内容,必须要根据权利要求范围来确定其技术性范围。Inspired by the above ideal embodiment according to the utility model, through the above description content, relevant staff can completely make various changes and modifications within the scope of not deviating from the technical idea of the utility model. The technical scope of this utility model is not limited to the content in the description, but must be determined according to the scope of the claims.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106500665A (en) * | 2016-11-18 | 2017-03-15 | 国网山东省电力公司聊城供电公司 | Patrolling transmission line tiltometer |
CN107144261A (en) * | 2017-05-15 | 2017-09-08 | 中国十七冶集团有限公司 | A kind of pile tube perpendicularity deviation rapid measurement device and detection method |
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2014
- 2014-11-13 CN CN201420679866.5U patent/CN204228157U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106500665A (en) * | 2016-11-18 | 2017-03-15 | 国网山东省电力公司聊城供电公司 | Patrolling transmission line tiltometer |
CN107144261A (en) * | 2017-05-15 | 2017-09-08 | 中国十七冶集团有限公司 | A kind of pile tube perpendicularity deviation rapid measurement device and detection method |
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