Building pile load detection device

Abstract

The utility model discloses a building pile load detection device which comprises a main body module. The main body module comprises a base, a jack installed at the top end of the base, a main beam installed at the top end of the jack, side beams symmetrically fixed to the two ends of the main beam, vertical rods symmetrically fixed to the bottom ends of the two sides of the side beams, a bearing plate with the two ends movably embedded in the opposite vertical rods and hydraulic telescopic rods installed on the side beams, and the ends of the hydraulic telescopic rods are fixedly connected with the bearing plate. The base is used for being placed and fixed to the stand column, load detection can be conveniently conducted on the stand column, the jack is located over the base, the top end of the jack is fixedly connected with the middle of the main beam, and the purpose of applying force to the top of the stand column is achieved. The building pile load detection device has the advantages of being stable in balancing weight placement and high in practicability.

Description

Technical Field

[0001] The utility model relates to the technical field of building pile load detection, in particular to a building pile load detection device. Background Art

[0002] The test method of applying vertical pressure step by step to the top of the test pile and observing the settlement of the pile top over time to determine the corresponding single pile vertical compressive bearing capacity is called a static load test. The existing detection method is: place a jack on the top of the test pile, place a load-bearing device on the top of the jack, and stack counterweight cement blocks of specific weight on the load-bearing device.

[0003] The existing construction pile load detection device has the following main drawbacks during use: the counterweight blocks are generally stacked on the top of the pipe piles, and a bearing platform needs to be built during stacking, which is more troublesome and increases the detection cost. At the same time, the counterweight blocks are stacked on the top of the pipe piles, which is prone to instability, causing the counterweight blocks to collapse and cause safety accidents. Therefore, there is room for improvement. Utility Model Content

[0004] The utility model aims to solve one of the technical problems existing in the prior art or related technology.

[0005] To this end, the technical solution adopted by the utility model is: a construction pile load detection device, including: a main body module, the main body module includes a base, a jack installed on the top of the base, a main beam installed on the top of the jack, side beams symmetrically fixed at both ends of the main beam, vertical poles symmetrically fixed at the bottom ends of both sides of the side beams, a bearing plate with two ends movably engaged on the relative vertical poles, a hydraulic telescopic rod installed on the side beam and with the end fixedly connected to the bearing plate, a plurality of locking parts symmetrically installed on both sides of the bearing plate, and an electronic level installed in the middle of the top of the main beam.

[0006] In a preferred example, the utility model can be further configured as follows: through holes are symmetrically opened on both sides of the bearing plate, fixing seats are installed on both sides of the through holes, and the vertical rods pass through the through holes.

[0007] In a preferred example, the utility model can be further configured as follows: the locking member includes an electric telescopic rod fixed to one side of the bearing plate, a connecting member with one end fixed to the end of the electric telescopic rod, and an insertion rod fixed to the other end of the connecting member.

[0008] In a preferred example, the utility model can be further configured as follows: the vertical pole is provided with circular holes in an array, and the insertion rod passes through the circular holes on the relative fixing seat and the vertical pole.

[0009] In a preferred example, the utility model can be further configured as follows: the output end of the electronic level is electrically connected to the input ends of the hydraulic telescopic rod and the electric telescopic rod through wires.

[0010] By adopting the above technical solution, the beneficial effects achieved by the utility model are as follows:

[0011] 1. In the utility model, a base is provided, a jack is installed on the top of the base, a main beam is fixed on the top of the jack, side beams are fixed on both sides of the main beam, vertical poles are symmetrically fixed on both sides of the side beams, and a bearing plate is movably sleeved on the vertical poles for placing a counterweight, and a hydraulic telescopic rod is installed on the side beam to connect with the bearing plate. When placing the counterweight, the bearing plate is close to the ground. After the counterweight is placed, the hydraulic telescopic rod drives the bearing plate to move up so that the weight of the counterweight is transferred to the jack. Compared with placing the load on the top of the pipe pile, through the arrangement of components such as the main beam, the side beam, the vertical pole, and the bearing rod, there is no need to set up a bearing platform, which reduces the cost of static load detection on the foundation. On the other hand, it reduces the phenomenon of collapse of the top load and accidents, increases convenience of use, and improves practical performance.

[0012] 2. In the utility model, an electronic level is installed on the top of the main beam, and the stability of the pile and the detection device is monitored in real time by the electronic level. When the pile or the detection device tilts and becomes unstable during the detection process, the hydraulic telescopic rod can be started to drive the load-bearing plate to move down quickly and place it on the ground, thereby avoiding the risk of collapse of the counterweight block and further increasing the practical performance. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 It is a schematic diagram of the structure of the utility model;

[0014] Figure 2 This is a front view structural schematic diagram of the utility model;

[0015] Figure 3 It is a schematic diagram of the structural decomposition of the utility model.

[0016] Reference numerals:

[0017] 100. Main body module; 110. Base; 120. Jack; 130. Main beam; 140. Side beam; 150. Vertical pole; 151. Round hole; 160. Load-bearing plate; 161. Through hole; 162. Fixed seat; 170. Hydraulic telescopic rod; 180. Locking piece; 181. Electric telescopic rod; 182. Connecting piece; 183. Insert rod; 190. Electronic level. DETAILED DESCRIPTION

[0018] In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model is further described in detail below in combination with specific implementation methods and with reference to the accompanying drawings. It should be noted that the embodiments of the utility model and the features in the embodiments can be combined with each other without conflict.

[0019] Some embodiments of the present invention are described below in conjunction with the accompanying drawings.

[0020] Embodiment 1:

[0021] Combination Figure 1-3 As shown, this embodiment provides a construction pile load detection device, including: a main body module 100.

[0022] Among them, the main module 100 includes a base 110, a jack 120 installed on the top of the base 110, a main beam 130 installed on the top of the jack 120, side beams 140 symmetrically fixed at both ends of the main beam 130, vertical poles 150 symmetrically fixed at the bottom ends of both sides of the side beams 140, a bearing plate 160 with both ends movably engaged on the relative vertical poles 150, a hydraulic telescopic rod 170 installed on the side beam 140 and with the end fixedly connected to the bearing plate 160, a plurality of locking parts 180 symmetrically installed on both sides of the bearing plate 160, and an electronic level 190 installed in the middle of the top of the main beam 130.

[0023] The base 110 is used to be placed and fixed on the column to facilitate load detection of the column. The jack 120 is located directly above the base 110, and the top end is fixedly connected to the middle of the main beam 130 to achieve the purpose of applying force to the top of the column.

[0024] The main beam 130 is used to install the side beam 140, which is made of I25B or I20B I-beam. The side beam 140 is integrally welded and fixed to both ends of the main beam 130 for installing other components.

[0025] Two vertical poles 150 are arranged as a group and symmetrically fixed at the bottom ends of both sides of the side beam 140 for installing the load-bearing plate 160. Through holes 161 are symmetrically opened on both sides of the load-bearing plate 160. The vertical poles 150 pass through the through holes 161 to limit the load-bearing plate 160 when it moves up and down, thereby ensuring the stability of the load-bearing plate 160 when it moves.

[0026] The bearing plate 160 is used to place the counterweight block. The hydraulic telescopic rod 170 is fixed on the side beam 140 and fixedly connected to the bearing plate 160 to drive the bearing plate 160 to move up and down. When placing the counterweight block, the bearing plate 160 is close to the ground. After the counterweight block is placed, the hydraulic telescopic rod 170 drives the bearing plate 160 to move upward, so that the weight of the counterweight block is transferred to the jack 120, thereby achieving the purpose of applying force to the top of the column.

[0027] In addition, fixing seats 162 are installed on both sides of the through hole 161. The locking member 180 includes an electric telescopic rod 181 fixed on one side of the supporting plate 160, a connecting member 182 with one end fixed to the end of the electric telescopic rod 181, and an insertion rod 183 fixed to the other end of the connecting member 182. The electric telescopic rod 181 is used to drive the insertion rod 183 to move, and the connecting rod is used to connect the insertion rod 183 with the electric telescopic rod 181. Circular holes 151 are opened in an array on the vertical pole 150. The insertion rod 183 passes through the circular holes 151 on the relative fixing seat 162 and the vertical pole 150 to lock the vertical pole 150 and the supporting plate 160 together to prevent the hydraulic telescopic rod 170 from failing and causing the supporting plate 160 to fall and cause an accident.

[0028] The electronic level 190 is installed in the middle of the top of the main beam 130, and is used to monitor the stability of the pile and the detection device in real time. At the same time, the output end of the electronic level 190 is electrically connected to the input end of the hydraulic telescopic rod 170 and the electric telescopic rod 181 through wires. When the pile or the detection device tilts and becomes unstable during the detection process, the electric telescopic rod 181 can be started to lock the contact pole 150 and the load-bearing plate 160, and the hydraulic telescopic rod 170 can be started to drive the load-bearing plate 160 to move down quickly and place it on the ground, thereby avoiding the risk of collapse of the counterweight block.

[0029] The working principle and use process of the utility model are as follows: when in use, the base 110 is fixed to the top of the pile, the electric telescopic rod 181 is started, and the plug rod 183 is driven to disengage from the round hole 151 on the pole 150 through the connecting piece 182, and the contact between the load-bearing plate 160 and the pole 150 is locked, and the hydraulic telescopic rod 170 is started to drive the load-bearing plate 160 to move down and close to the ground. At this time, the counterweight blocks to be placed are stacked on the load-bearing plate 160. After the stacking is completed, the hydraulic telescopic rod 170 is contracted, driving the load-bearing plate 160 to move up, so that the load-bearing plate 160 is off the ground. At this time, the weight of the counterweight block is transferred to the main beam 130 through the pole 150 and the side beam 140. It is transmitted to the jack 120 through the main beam 130. After the load-bearing plate 160 moves up, the electric telescopic rod 181 contracts, and the insertion rod 183 is driven by the connecting piece 182 to insert into the fixed seat 162 and the circular hole 151 on the vertical pole 150, so as to lock the vertical pole 150 and the load-bearing plate 160, so as to prevent the load-bearing plate 160 from falling due to the failure of the hydraulic telescopic rod 170. During the detection process, the electronic level 190 monitors the stability of the pile and the detection device in real time. When the pile or the detection device tilts and becomes unstable during the detection process, the hydraulic telescopic rod 170 can be started to drive the load-bearing plate 160 to move down quickly and place it on the ground, so as to avoid the risk of the counterweight block collapsing.

[0030] Although the embodiments of the present invention have been shown and described, those skilled in the art will appreciate that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and purpose of the present invention, and that the scope of the present invention is defined by the claims and their equivalents.

Claims

1. A construction pile load detection device, comprising: The main body module (100) is characterized in that the main body module (100) includes a base (110), a jack (120) installed at the top of the base (110), a main beam (130) installed at the top of the jack (120), side beams (140) symmetrically fixed at both ends of the main beam (130), vertical poles (150) symmetrically fixed at the bottom ends of both sides of the side beams (140), a bearing plate (160) with two ends movably engaged with the relative vertical poles (150), a hydraulic telescopic rod (170) installed on the side beam (140) and the end of which is fixedly connected to the bearing plate (160), a plurality of locking members (180) symmetrically installed on both sides of the bearing plate (160), and an electronic level (190) installed in the middle of the top of the main beam (130).

2. A construction pile load detection device according to claim 1, characterized in that: Through holes (161) are symmetrically formed on both sides of the bearing plate (160), fixing seats (162) are installed on both sides of the through holes (161), and the vertical rod (150) passes through the through holes (161).

3. A construction pile load detection device according to claim 1, characterized in that: The locking member (180) comprises an electric telescopic rod (181) fixed to one side of the bearing plate (160), a connecting member (182) having one end fixed to the end of the electric telescopic rod (181), and an inserting rod (183) fixed to the other end of the connecting member (182).

4. A construction pile load detection device according to claim 3, characterized in that: The vertical rod (150) is provided with circular holes (151) in an array, and the insertion rod (183) passes through the circular holes (151) on the relative fixing seat (162) and the vertical rod (150).

5. A construction pile load detection device according to claim 1, characterized in that: The output end of the electronic level (190) is electrically connected to the input ends of the hydraulic telescopic rod (170) and the electric telescopic rod (181) through electric wires.

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