CN218970088U - Pile foundation analogue means for architecture - Google Patents
Pile foundation analogue means for architecture Download PDFInfo
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- CN218970088U CN218970088U CN202222302051.2U CN202222302051U CN218970088U CN 218970088 U CN218970088 U CN 218970088U CN 202222302051 U CN202222302051 U CN 202222302051U CN 218970088 U CN218970088 U CN 218970088U
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- Y—GENERAL 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
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
The utility model provides a pile foundation simulation device for architecture. The pile foundation simulation device for architecture comprises: experiment box and fixing buckle; the support rods are fixedly connected to the tops of the fixing buckles through connecting buckles and bolts respectively, two connecting boxes are fixedly connected to the tops of the support rods, two connecting blocks are fixedly connected to one adjacent surface of each connecting box, and mounting grooves are formed in one adjacent side of each connecting block. The utility model provides a pile foundation simulation device for architecture, which is characterized in that when an experimental box is needed to test a pile foundation before construction, after the pile foundation is fixed, a hydraulic rod is started to apply pressure to the pile foundation, and meanwhile, in the experimental process, a motor is started to drive a rotating rod to rotate, so that a threaded rod is driven to rotate in a connection mode between a pulley and a belt, and a moving block can move left and right.
Description
Technical Field
The utility model relates to the field of building engineering simulation, in particular to a pile foundation simulation device for architecture.
Background
A deep foundation formed by piles and pile caps connected with the tops of the piles or a single pile foundation connected with the piles is called a pile foundation for short, and if the pile shafts are all buried in the soil, the bottom surfaces of the pile caps are contacted with the soil, the pile caps are called a pile foundation of the ground pile caps; if the pile body upper portion is exposed to the ground and the pile cap bottom is located above the ground, the pile body is referred to as a high pile cap. Building piles are typically low pile foundations.
The pile foundation simulation is mainly used for a simulation experiment of a foundation before construction of a building site, and foundation pile foundation concrete data of the building site can be accurately known in the simulation experiment, so that important reference value is achieved for a later building scheme.
Most of the existing pile foundation simulation experiment equipment is used for analyzing the components of the pile foundation, the pile foundation density and compression resistance test is mainly performed by the instrument to vertically side view the pile foundation, so that less data obtained in the test process are mainly vertical data, but the transverse compression resistance and the density of the pile foundation in the building process play a key role in the design of a building scheme, and in the simulation experiment, if only the statistics of the independent vertical data is not used for accurately simulating the actual stress condition of the pile foundation.
Accordingly, it is desirable to provide a pile foundation simulator for architecture that solves the above-mentioned problems.
Disclosure of Invention
The utility model provides a pile foundation simulation device for architecture, which solves the problem that pile foundation simulation data cannot accurately simulate the actual stress condition of a pile foundation at a position.
In order to solve the above technical problems, the present utility model provides a pile foundation simulation device for architecture, comprising: experiment box and fixing buckle;
the four support rods are fixedly connected to the top of the fixing buckle through connecting buckles and bolts respectively, the top of the support rod is fixedly connected with two connecting boxes, one adjacent surface of each connecting box is fixedly connected with two connecting blocks, and one adjacent side of each connecting block is provided with a mounting groove;
the experimental box comprises a supporting plate, wherein the supporting plate is fixedly connected to one side of the experimental box, the top of the supporting plate is fixedly connected with an installation box, the inside of the installation box is fixedly connected with a motor, one end of the motor is provided with a rotating rod, the outside of the rotating rod is fixedly connected with two pulleys, and the outside of the two pulleys is provided with a belt;
the pulley, pulley fixed connection is in the outside of two threaded rods, the outside fixedly connected with movable block of two threaded rods, one side that two movable blocks are adjacent all is through electric telescopic handle fixedly connected with fixed block, makes up into a rectangle frame between connection box and the connecting block, and the outside of dwang and threaded rod is all fixedly connected with pulley, and the outside pulley of threaded rod is connected through the belt with the outside pulley of dwang, and electric telescopic handle is current equipment, and the threaded rod is located the inside of mounting groove.
Preferably, the bottom fixedly connected with hydraulic rod of fixed block, the equal fixedly connected with dead lever in both sides of fixed block, the other end of dead lever is located the inside of spout can let the hydraulic rod slide back and forth.
Preferably, the clamping groove is formed in the bottom of the hydraulic rod, a pile foundation is arranged in the clamping groove, and the clamping groove is used for clamping the pile foundation.
Preferably, the bottom fixedly connected with pressure measurement groove of experimental box inner wall, the bottom fixedly connected with spring of the inner wall of pressure measurement groove, pressure measurement groove are pressure measurement instrument, can measure pile foundation not equidirectional pressure.
Preferably, the top fixedly connected with pressure sensing board of spring, the both sides of pressure measurement groove inner wall are all fixedly connected with stopper, and the stopper is restriction pressure sensing board.
Preferably, the bottom fixedly connected with base of experimental box, the back fixedly connected with hydraulic pump of experimental box, hydraulic pump provide power for the hydraulic stem.
Preferably, the front and the back of the experiment box are fixedly connected with two fixing buckles, sliding grooves are formed in two sides of the experiment box, a display panel is fixedly connected to the other side of the experiment box and is used for statistics, the sliding grooves limit the fixing rod to move forwards and backwards only, and the fixing buckles are connected with the connecting buckles through bolts.
Compared with the related art, the pile foundation simulation device for architecture has the following beneficial effects:
the utility model provides a pile foundation simulation device for architecture, which is characterized in that when an experiment box is needed to test a pile foundation before construction, after the pile foundation is fixed, a hydraulic rod is started to apply pressure to the pile foundation, meanwhile, in the process of experiments, a rotating rod can be driven to rotate through a starting motor, so that a moving block can be moved left and right through driving a threaded rod to rotate through a connecting mode between a pulley and a belt, the hydraulic rod is driven to move left and right through driving an electric telescopic rod while the moving block moves left and right, meanwhile, the electric telescopic rod can drive the hydraulic rod to move back and forth, through applying pressure to the pile foundation through the hydraulic rod, accurate data of transverse compression resistance of the pile foundation at a test position can be recorded through a display panel, and more complete data of the pile foundation under the condition of uniform stress at different angles can be accurately obtained through the device, so that the actual stress condition of the pile foundation can be simulated more accurately.
Drawings
FIG. 1 is a schematic diagram of a pile foundation simulator for architecture according to the present utility model;
FIG. 2 is a cross-sectional view of the present utility model;
FIG. 3 is a cross-sectional view of the mounting box of FIG. 1;
fig. 4 is a side view provided by the present utility model.
Reference numerals in the drawings: 1. base, 2, display panel, 3, bracing piece, 4, connecting block, 5, fixed plate, 6, install bin, 7, backup pad, 8, experimental box, 9, bolt, 10, hydraulic rod, 11, connector link, 12, fixed knot, 13, draw-in groove, 14, experimental soil, 15, stopper, 16, pressure sensing board, 17, spring, 18, pressure measuring tank, 19, pile foundation, 20, spout, 21, dwang, 22, connecting box, 23, belt, 24, install tank, 25, hydraulic pump, 26, electric telescopic handle, 27, fixed lever, 28, threaded rod, 29, movable block, 30, pulley, 31 motor.
Description of the embodiments
The utility model will be further described with reference to the drawings and embodiments.
Referring to fig. 1, fig. 2, fig. 3 and fig. 4 in combination, fig. 1 is a schematic diagram of a pile foundation simulator for architecture according to the present utility model; FIG. 2 is a cross-sectional view of the present utility model; FIG. 3 is a cross-sectional view of the mounting box of FIG. 1; fig. 4 is a side view provided by the present utility model. A pile foundation simulation device for architecture comprising: experiment box 8, fixing buckle 12;
the support rods 3 are fixedly connected to the tops of the fixing buckles 12 through connecting buckles 11 and bolts 9 respectively, two connecting boxes 22 are fixedly connected to the tops of the support rods 3, two connecting blocks 4 are fixedly connected to one adjacent surface of each connecting box 22, and mounting grooves 24 are formed in one adjacent side of each connecting block 4;
the experimental box comprises a supporting plate 7, wherein the supporting plate 7 is fixedly connected to one side of the experimental box 8, the top of the supporting plate 7 is fixedly connected with a mounting box 6, the inside of the mounting box 6 is fixedly connected with a motor 31, one end of the motor 31 is provided with a rotating rod 21, the outside of the rotating rod 21 is fixedly connected with two pulleys 30, and the outside of the two pulleys 30 is provided with a belt 23;
the pulley 30, pulley 30 fixed connection is in the outside of two threaded rods 28, the outside fixedly connected with movable block 29 of two threaded rods 28, the adjacent one side of two movable blocks 29 all is through electric telescopic handle 26 fixedly connected with fixed block 5, make up into a rectangle frame between connection box 22 and the connecting block 4, the outside all fixedly connected with pulley 30 of dwang 21 and threaded rod 28, pulley 30 outside threaded rod 28 is connected through belt 23 with pulley 30 outside dwang 21, electric telescopic handle 26 is current equipment, threaded rod 28 is located the inside of mounting groove 24.
The bottom fixedly connected with hydraulic stem 10 of fixed block 5, the equal fixedly connected with dead lever 27 in both sides of fixed block 5, the other end of dead lever 27 is located the inside of spout 20 and can let hydraulic stem 10 slide back and forth.
Clamping grooves 13 are formed in the bottoms of the hydraulic rods 10, pile foundations 19 are arranged in the clamping grooves 13, and the clamping grooves 13 are used for clamping the pile foundations 19.
The bottom fixedly connected with pressure measurement groove 18 of experimental box 8 inner wall, the bottom fixedly connected with spring 17 of the inner wall of pressure measurement groove 18, pressure measurement groove 18 are pressure measurement instrument, can measure pile foundation 19 not equidirectional pressure.
The top of the spring 17 is fixedly connected with a pressure sensing plate 16, two sides of the inner wall of the pressure measuring groove 18 are fixedly connected with limiting blocks 15, and the limiting blocks 15 limit the pressure sensing plate 16.
The bottom fixedly connected with base 1 of experimental box 8, the back fixedly connected with hydraulic pump 25 of experimental box 8, hydraulic pump 25 provides power for hydraulic rod 10.
The front and the back of experimental box 8 are all fixedly connected with two fixed buckles 12, spout 20 has been seted up to the both sides of experimental box 8, the opposite side fixedly connected with display panel 2 of experimental box 8, display panel 2 are statistical data use, and spout 20 is restriction dead lever 27 can only reciprocate, and fixed buckle 12 passes through bolt 9 with connector link 11 and is connected.
The utility model provides a pile foundation simulation device for architecture, which has the following working principle:
when the experiment box 8 needs to be used for testing the pile foundation 19 before construction, the staff puts experimental soil 14 retrieved from a construction site into the experiment box 8, the support rod 3 is fixed through the connecting buckle 11 and the bolt 9, the formed pile foundation 19 is fixed through the clamping groove 13 at the bottom of the hydraulic rod 10, the other end of the pile foundation 19 is positioned at the top of the pressure sensing plate 16, pressure data can be accurately obtained in the experiment, the auxiliary effect on the pressure sensing plate 16 is achieved through the spring 17 at the bottom of the pressure sensing plate 16, after the pile foundation 19 is fixed, the hydraulic rod 10 is started to apply pressure to the pile foundation 19, meanwhile, the rotating rod 21 is driven to rotate through the starting motor 31 in the process of the experiment, the moving block 29 can be moved left and right through driving the threaded rod 28 in a connecting mode between the pulley 30 and the belt 23, the moving block 29 is driven to move left and right through the electric telescopic rod 26 while the hydraulic rod 10 is driven to move left and right, the electric telescopic rod 26 can be driven to move back and forth, the pile foundation 10 can be accurately driven to move through the hydraulic rod 10, the pile foundation 10 can be accurately tested to the position of the pile foundation 19 while the pressure is applied to the pile foundation 19, the pressure data can be accurately and accurately obtained through the test at the position of the pile foundation 19, the device can be accurately and the real and the pressure data can be recorded through the test the pressure data.
Compared with the related art, the pile foundation simulation device for architecture has the following beneficial effects:
when the test box 8 is required to be used for testing the pile foundation 19 before construction, the pile foundation 19 is fixed, the hydraulic rod 10 is started to apply pressure to the pile foundation 19, meanwhile, the rotating rod 21 can be driven to rotate through the starting motor 31 in the process of the test, so that the moving block 29 can be moved left and right by driving the threaded rod 28 to rotate through the connecting mode between the pulley 30 and the belt 23, the hydraulic rod 10 is driven to move left and right through the electric telescopic rod 26 while the moving block 29 is moved left and right, the electric telescopic rod 26 can drive the hydraulic rod 10 to move back and forth, the hydraulic rod 10 can move left and right while applying pressure to the pile foundation 19, accurate data of transverse compression resistance of the pile foundation 19 at a test position can be recorded through the display panel 2, and more complete data can be accurately obtained under the condition of uniform stress of different angles of the pile foundation 19 through the device, so that the actual stress condition of the pile foundation 19 can be simulated more accurately.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (7)
1. A pile foundation simulation device for architecture, comprising: experiment box and fixing buckle;
the four support rods are fixedly connected to the top of the fixing buckle through connecting buckles and bolts respectively, the top of the support rod is fixedly connected with two connecting boxes, one adjacent surface of each connecting box is fixedly connected with two connecting blocks, and one adjacent side of each connecting block is provided with a mounting groove;
the experimental box comprises a supporting plate, wherein the supporting plate is fixedly connected to one side of the experimental box, the top of the supporting plate is fixedly connected with an installation box, the inside of the installation box is fixedly connected with a motor, one end of the motor is provided with a rotating rod, the outside of the rotating rod is fixedly connected with two pulleys, and the outside of the two pulleys is provided with a belt;
the pulley, pulley fixed connection is in the outside of two threaded rods, the outside fixedly connected with movable block of two threaded rods, the adjacent one side of two movable blocks is all through electric telescopic handle fixedly connected with fixed block.
2. The pile foundation simulation device for architecture according to claim 1, wherein the bottom of the fixed block is fixedly connected with a hydraulic rod, and both sides of the fixed block are fixedly connected with fixed rods.
3. The pile foundation simulation device for architecture according to claim 2, wherein a clamping groove is formed in the bottom of the hydraulic rod, and a pile foundation is arranged in the clamping groove.
4. The pile foundation simulation device for architecture according to claim 1, wherein a pressure measuring groove is fixedly connected to the bottom of the inner wall of the experiment box, and a spring is fixedly connected to the bottom of the inner wall of the pressure measuring groove.
5. The pile foundation simulation device for architecture according to claim 4, wherein the top end of the spring is fixedly connected with a pressure sensing plate, and two sides of the inner wall of the pressure measuring groove are fixedly connected with limiting blocks.
6. The pile foundation simulation device for architecture according to claim 1, wherein a base is fixedly connected to the bottom of the experiment box, and a hydraulic pump is fixedly connected to the back of the experiment box.
7. The pile foundation simulation device for architecture according to claim 1, wherein two fixing buckles are fixedly connected to the front and the back of the experiment box, sliding grooves are formed in two sides of the experiment box, and a display panel is fixedly connected to the other side of the experiment box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222302051.2U CN218970088U (en) | 2022-08-31 | 2022-08-31 | Pile foundation analogue means for architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222302051.2U CN218970088U (en) | 2022-08-31 | 2022-08-31 | Pile foundation analogue means for architecture |
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| Publication Number | Publication Date |
|---|---|
| CN218970088U true CN218970088U (en) | 2023-05-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222302051.2U Active CN218970088U (en) | 2022-08-31 | 2022-08-31 | Pile foundation analogue means for architecture |
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| CN (1) | CN218970088U (en) |
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2022
- 2022-08-31 CN CN202222302051.2U patent/CN218970088U/en active Active
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