CN217359512U - Infiltration case for conventional geotechnical test - Google Patents

Infiltration case for conventional geotechnical test Download PDF

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Publication number
CN217359512U
CN217359512U CN202123105839.6U CN202123105839U CN217359512U CN 217359512 U CN217359512 U CN 217359512U CN 202123105839 U CN202123105839 U CN 202123105839U CN 217359512 U CN217359512 U CN 217359512U
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frame structure
supporting
infiltration
seat
welded
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顾浩
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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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model provides a conventional infiltration case for geotechnical test, including supporting the base, the side support, the terminal surface support column, the spacing structure in top, the infiltration frame structure of upset, U type cassette, bottom promote frame structure, screwed pipe connects, goes out the water hose, the suction pump, the flow tube, the measuring box, the liquid level observation window, bracing piece and rubber buffer pad, the side support welding in the upper portion left side of supporting the base; the end face supporting column is welded on the right side of the upper part of the supporting base; the top limiting frame structure is arranged on the upper part of the end face supporting column; the overturning infiltration frame structure is arranged at the upper part of the supporting base. The utility model discloses the setting of rotatory handle and triangle roating seat is favorable to making sealed box rotatory through the cooperation of triangle roating seat and rotatory round pin axle, holds rotatory handle rotatory to sealed box, is convenient for once only pour out to the inboard soil of sealed box.

Description

Permeation box for conventional soil test
Technical Field
The utility model belongs to the technical field of mechanical equipment, especially, relate to a conventional infiltration case for geotechnical test.
Background
The seepage force is also called as 'seepage force', the seepage water flow in the soil acts on the drag force of soil particles in a single-unit soil mass under the action of a water head difference, the seepage force is a volume force acting on all the soil particles in a seepage field, the direction of the force is consistent with the seepage direction, the soil particles tend to move forwards, the value of the force is equal to the resistance of the soil particles to the water flow, and the seepage force is the power for causing the soil mass to be subjected to seepage deformation. The seepage force on the slope and the sliding surface of the gate dam foundation is not beneficial to the stability of the slope and the foundation soil.
However, the existing permeation box for the conventional geotechnical test also has the problems that soil is easy to adhere to the inner wall of the box body, the soil cannot be cleaned up at one time, and the permeation box cannot be limited in normal use.
Therefore, it is necessary to invent a conventional infiltration tank for soil test.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a conventional infiltration case for geotechnical test, wherein the utility model discloses a can realize through following technical scheme:
a conventional infiltration box for geotechnical tests comprises a supporting base, a side support, an end face supporting column, a top limiting frame structure, a turnover infiltration frame structure, a U-shaped clamping seat, a bottom pushing frame structure, a screwed pipe joint, a water outlet hose, a water suction pump, a water conveying pipe, a measuring box, a liquid level observation window, a supporting rod and a rubber cushion pad, wherein the side support is welded on the left side of the upper part of the supporting base; the end face supporting column is welded on the right side of the upper part of the supporting base; the top limiting frame structure is arranged on the upper part of the end face supporting column; the overturning permeation frame structure is arranged at the upper part of the supporting base; the U-shaped clamping seat is positioned at the rear end of the upper part of the overturning permeation frame structure; the bottom pushing frame structure is arranged at the lower part of the overturning permeation frame structure; the threaded pipe joint is arranged on the left side of the lower part of the bottom pushing frame structure; the water outlet hose is in threaded connection with the left side of the threaded pipe joint; the water suction pump is connected to the front end of the lower part of the right side of the side bracket through a bolt; the water supply pipe is in threaded connection with the outlet of the water suction pump; the measuring box is connected to the lower part of the left side of the side bracket through a bolt; the liquid level observation window is embedded in the front end of the inner side of the measuring box; the two support rods are respectively welded at the front end and the rear end of the right upper part of the side bracket; the rubber buffer cushion is connected to the right side of the supporting rod through a screw.
Preferably, the left side of the water outlet hose is in threaded connection with the inlet of the water suction pump, and the left upper part of the water supply pipe is in threaded connection with the right upper part of the inner side of the measuring box.
Preferably, the water suction pump is arranged at the lower part of the support rod, and scale marks are carved on the surface of the liquid level observation window.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses in, the setting of sealed box, bottom sprag ring and support otter board, be favorable to supporting the otter board through the bottom sprag ring, the fixed stay otter board is in the position of the inboard of sealed box to guarantee that the water after permeating passes the inboard of bottom sprag ring.
2. The utility model discloses in, the setting of rotatory handle and triangle roating seat, be favorable to through the cooperation of triangle roating seat and rotatory round pin axle, make sealed box can rotate, hold rotatory handle rotatory to sealed box, be convenient for once only pour out to the inboard soil of sealed box.
3. The utility model discloses in, connecting groove and spacing ejector pin's setting, be favorable to through connecting groove and spacing ejector pin, relative position between fixed triangle roating seat and the hollow storage seat prevents to appear relatively rotating at the in-process of work.
4. The utility model discloses in, the setting of metal ejector pin, push-and-pull handle and metal tripod, be favorable to the staff to hold the push-and-pull handle, will support the otter board through metal ejector pin and metal tripod and release from the inboard of sealed box to can be to the soil clean up of adhesion on the sealed box inner wall.
5. The utility model discloses in, bottom funnel and end cover's setting, be favorable to compiling the water after the infiltration through the bottom funnel, send into the inboard of measuring case through water hose and suction pump at last, end cover seals the junction of bottom funnel and metal ejector pin.
6. The utility model discloses in, spacing spout and spacing slider's setting, be favorable to playing spacing effect, the biggest shift position of restriction spacing ejector pin in cavity storage seat inboard prevents that compression spring from popping out spacing ejector pin.
7. The utility model discloses in, compression spring's setting, be favorable to promoting spacing ejector pin rebound through the elasticity of self, play spacing effect to the triangle roating seat to do not influence the normal reciprocating of spacing ejector pin.
8. The utility model discloses in, cavity storage seat and rotatory round pin axle's setting, be favorable to through rotatory round pin axle to the triangle roating seat with carry out the coupling, support the right lower part of seal box through cavity storage seat, cooperation bracing piece and rubber buffer pad guarantee seal box's normal use.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the turnover infiltration frame structure of the present invention.
Fig. 3 is a schematic structural diagram of the bottom pushing frame structure of the present invention.
Fig. 4 is a schematic structural view of the top stop structure of the present invention.
In the figure:
1. a support base; 2. a side support; 3. end face supporting columns; 4. a top limit frame structure; 41. a hollow storage seat; 42. a limiting chute; 43. rotating the pin shaft; 44. a compression spring; 45. a limit ejector rod; 46. a limiting slide block; 5. turning over the infiltration frame structure; 51. sealing the box body; 52. rotating the handle; 53. a bottom support ring; 54. supporting the screen plate; 55. a triangular rotating base; 56. a connecting groove; 6. a U-shaped card seat; 7. a bottom push frame structure; 71. a bottom funnel; 72. sealing the end cap; 73. a metal ejector rod; 74. a push-pull handle; 75. a metal tripod; 8. a threaded pipe joint; 9. a water outlet hose; 10. a water suction pump; 11. a water supply pipe; 12. a measuring box; 13. a liquid level observation window; 14. a support bar; 15. a rubber cushion pad.
Detailed Description
The invention is further described below with reference to the accompanying drawings:
example (b):
as shown in fig. 1 and fig. 2, the infiltration tank for the conventional soil test comprises a supporting base 1, a side support 2, an end face supporting column 3, a top limiting frame structure 4, a turnover infiltration frame structure 5, a U-shaped clamping seat 6, a bottom pushing frame structure 7, a threaded pipe joint 8, a water outlet hose 9, a water suction pump 10, a water feeding pipe 11, a measuring tank 12, a liquid level observation window 13, a supporting rod 14 and a rubber cushion pad 15, wherein the side support 2 is welded on the left side of the upper part of the supporting base 1; the end face supporting column 3 is welded on the right side of the upper part of the supporting base 1; the top limiting frame structure 4 is arranged on the upper part of the end face supporting column 3; the overturning infiltration frame structure 5 is arranged at the upper part of the supporting base 1; the U-shaped clamping seat 6 is positioned at the rear end of the upper part of the overturning permeating frame structure 5; the bottom pushing frame structure 7 is arranged at the lower part of the overturning permeation frame structure 5; the threaded pipe joint 8 is arranged on the left side of the lower part of the bottom pushing frame structure 7; the water outlet hose 9 is in threaded connection with the left side of the threaded pipe joint 8; the water suction pump 10 is connected to the front end of the lower part of the right side of the side bracket 2 through a bolt; the water supply pipe 11 is connected with the outlet of the water suction pump 10 through threads; the measuring box 12 is connected to the lower part of the left side of the side bracket 2 through a bolt; the liquid level observation window 13 is embedded at the front end of the inner side of the measuring box 12; the two support rods 14 are respectively welded at the front end and the rear end of the right upper part of the side bracket 2; the rubber buffer 15 is connected to the right side of the support rod 14 through screws; the turnover infiltration rack structure 5 comprises a sealing box body 51, a rotating handle 52, a bottom supporting ring 53, a supporting screen 54, a triangular rotating seat 55 and a connecting groove 56, wherein the rotating handle 52 is welded at the left side of the upper part of the sealing box body 51; the bottom support ring 53 is integrally arranged at the lower part of the inner side of the sealing box body 51; the supporting net plate 54 is inserted inside the sealed box body 51; the triangular rotating seat 55 is welded at the lower part of the right side of the sealed box body 51; the connecting groove 56 is formed in the right side of the inside of the triangular rotating seat 55; the upper portion of the sealed case 51 is pulled to the right side by holding the rotary knob 52 by hand, and the sealed case 51 is entirely rotated to the right side by the triangular rotary base 55 until the upper portion of the sealed case 51 is directed to the lower right side.
In the above embodiment, as shown in fig. 3, specifically, the bottom pushing frame structure 7 includes a bottom funnel 71, a sealing end cap 72, a metal top rod 73, a pushing and pulling handle 74 and a metal tripod 75, wherein the sealing end cap 72 is bolted to the lower part of the inner side of the bottom funnel 71; the metal mandril 73 is inserted into the inner side of the sealing end cover 72; the push-pull handle 74 is welded at the lower part of the metal ejector rod 73; the metal tripod 75 is connected to the upper part of the metal mandril 73 through threads; the push-pull handle 74 is held by hand, the metal push rod 73 moves upward on the inner side of the bottom funnel 71, and the metal push rod 73 is pushed to move.
As shown in fig. 4, in the above embodiment, specifically, the top limiting frame structure 4 includes a hollow receiving seat 41, a limiting sliding groove 42, a rotating pin 43, a compression spring 44, a limiting push rod 45 and a limiting sliding block 46, and the limiting sliding grooves 42 are respectively arranged on the left and right sides inside the hollow receiving seat 41; the rotating pin shafts 43 are respectively in threaded connection with the front end and the rear end of the upper part of the hollow containing seat 41; the compression spring 44 is arranged at the lower part of the inner side of the hollow containing seat 41; the limiting mandril 45 is inserted at the upper part of the inner side of the hollow containing seat 41; the limiting slide blocks 46 are respectively and integrally arranged at the left side and the right side of the lower part of the limiting ejector rod 45; the limiting push rod 45 is pressed downwards, the limiting push rod 45 drives the limiting slide block 46 to slide downwards on the inner side of the limiting slide groove 42, and the compression spring 44 is compressed.
In the above embodiment, specifically, the left side of the water outlet hose 9 is connected to the inlet of the water suction pump 10 by a screw, and the upper left portion of the water supply pipe 11 is connected to the upper right portion of the inner side of the measurement tank 12 by a screw, so as to collect the permeate.
In the above embodiment, specifically, the water suction pump 10 is disposed at the lower portion of the support rod 14, and the surface of the liquid level observation window 13 is marked with scale lines, so as to calculate the amount of water after permeation.
In the above embodiment, specifically, the right side of the rubber buffer 15 contacts with the left four corners of the sealed box 51, respectively, so as to play a role of buffering.
In the above embodiment, in particular, the supporting mesh plate 54 is placed on the upper portion of the bottom supporting ring 53, so as to facilitate the detachment of the supporting mesh plate 54.
In the above embodiment, specifically, the bottom funnel 71 is integrally disposed at the lower portion of the sealed box 51 to collect the permeate.
In the above embodiment, specifically, the threaded pipe joint 8 is welded to the left side of the lower portion of the bottom funnel 71, so that the bottom funnel 71 and the water outlet hose 9 can be detached conveniently.
In the above embodiment, specifically, the metal tripod 75 is inserted into the lower part of the inner side of the sealed box body 51, and the metal tripod 75 is located at the lower part of the supporting net plate 54.
In the above embodiment, specifically, the lower portion of the hollow receptacle 41 is connected to the upper flange of the end face support column 3 to support the right lower portion of the seal box 51.
In the above embodiment, specifically, the upper portion of the hollow receiving seat 41 is inserted into the inner side of the connecting groove 56.
In the above embodiment, specifically, the side of the rotating pin 43 away from the hollow receiving seat 41 is respectively coupled to the front end and the rear end of the right lower portion of the triangular rotating seat 55, so as to ensure that the sealed box 51 can be normally turned over.
In the above embodiment, specifically, the limiting sliding block 46 is inserted into the inner side of the limiting sliding groove 42 to perform a limiting function.
In the above embodiment, specifically, the upper portion of the compression spring 44 contacts the lower portion of the stopper rod 45, and elastically pushes the stopper rod 45 to move upward.
Principle of operation
In the utility model, when in use, the soil to be tested is poured into the inner side of the sealed box body 51, the soil falls on the upper part of the supporting screen plate 54, then the test water is poured into the inner side of the sealed box body 51, the water permeates downwards after contacting with the soil and falls into the inner side of the bottom funnel 71, the water suction pump 10 is started, the permeated water is sent into the inner side of the measuring box 12 through the inner sides of the water outlet hose 9 and the water supply pipe 11, the water quantity after permeating is observed through the scale mark at the front end of the liquid level observation window 13, when the inner side of the sealed box body 51 is cleaned, the limit mandril 45 is pressed downwards, the limit mandril 45 drives the limit slider 46 to slide downwards in the inner side of the limit chute 42, the compression spring 44 is compressed, then the rotary handle 52 is held, the upper part of the sealed box body 51 is pulled towards the right side, the sealed box body 51 is integrally rotated towards the right side through the triangular rotary seat 55 until the upper part of the sealed box body 51 faces towards the lower right side, then, the push-pull handle 74 is held by hand, the metal push rod 73 moves upwards on the inner side of the bottom hopper 71, and the metal push rod 73 moves, so that the metal push rod 73 pushes the support screen 54 to move towards the opening at the upper part of the sealed box body 51, and the soil at the upper part of the support screen 54 is pushed out.
Utilize technical scheme, or technical personnel in the field are in the utility model discloses under technical scheme's the inspiration, design similar technical scheme, and reach above-mentioned technological effect, all fall into the utility model discloses a protection scope.

Claims (7)

1. The infiltration box for the conventional soil test is characterized by comprising a supporting base (1), a side surface support (2), an end surface supporting column (3), a top limiting frame structure (4), a turnover infiltration frame structure (5), a U-shaped clamping seat (6), a bottom pushing frame structure (7), a threaded pipe joint (8), a water outlet hose (9), a water suction pump (10), a water conveying pipe (11), a measuring box (12), a liquid level observation window (13), a supporting rod (14) and a rubber buffer cushion (15), wherein the side surface support (2) is welded on the left side of the upper part of the supporting base (1); the end face supporting column (3) is welded on the right side of the upper part of the supporting base (1); the top limiting frame structure (4) is arranged on the upper part of the end face supporting column (3); the overturning permeation frame structure (5) is arranged at the upper part of the supporting base (1); the U-shaped clamping seat (6) is positioned at the rear end of the upper part of the overturning permeation frame structure (5); the bottom pushing frame structure (7) is arranged at the lower part of the overturning permeation frame structure (5); the threaded pipe joint (8) is arranged on the left side of the lower part of the bottom pushing frame structure (7); the water outlet hose (9) is in threaded connection with the left side of the threaded pipe joint (8); the water suction pump (10) is connected to the front end of the lower part of the right side of the side bracket (2) through a bolt; the water supply pipe (11) is connected with the outlet of the water suction pump (10) in a threaded manner; the measuring box (12) is connected to the lower part of the left side of the side bracket (2) through a bolt; the liquid level observation window (13) is embedded at the front end of the inner side of the measuring box (12); the two support rods (14) are respectively welded at the front end and the rear end of the right upper part of the side bracket (2); the rubber buffer (15) is connected to the right side of the support rod (14) through a screw; the overturning infiltration frame structure (5) comprises a sealing box body (51), a rotating handle (52), a bottom supporting ring (53), a supporting screen plate (54), a triangular rotating seat (55) and a connecting groove (56), wherein the rotating handle (52) is welded on the left side of the upper part of the sealing box body (51); the bottom support ring (53) is integrally arranged at the lower part of the inner side of the sealing box body (51); the supporting screen (54) is inserted into the inner side of the sealed box body (51); the triangular rotating seat (55) is welded at the lower part of the right side of the sealed box body (51); the connecting groove (56) is formed in the right side of the inner part of the triangular rotating seat (55).
2. The infiltration tank for conventional geotechnical test of claim 1, wherein said bottom push frame structure (7) comprises a bottom hopper (71), a sealing end cap (72), a metal top bar (73), a push-pull handle (74) and a metal tripod (75), said sealing end cap (72) is bolted to the lower inner side of the bottom hopper (71); the metal ejector rod (73) is inserted into the inner side of the sealing end cover (72); the push-pull handle (74) is welded at the lower part of the metal ejector rod (73); the metal tripod (75) is in threaded connection with the upper part of the metal ejector rod (73).
3. The infiltration box for the conventional soil test of claim 1, wherein the top limiting frame structure (4) comprises a hollow receiving seat (41), a limiting sliding groove (42), a rotating pin shaft (43), a compression spring (44), a limiting mandril (45) and a limiting sliding block (46), wherein the limiting sliding grooves (42) are respectively arranged at the left side and the right side of the inside of the hollow receiving seat (41); the rotary pin shafts (43) are respectively in threaded connection with the front end and the rear end of the upper part of the hollow containing seat (41); the compression spring (44) is arranged at the lower part of the inner side of the hollow containing seat (41); the limiting ejector rod (45) is inserted into the upper part of the inner side of the hollow containing seat (41); the limiting slide blocks (46) are respectively and integrally arranged at the left side and the right side of the lower part of the limiting ejector rod (45).
4. The infiltration tank for conventional geotechnical test as claimed in claim 1, wherein said rubber buffer (15) is formed at right side thereof to be in contact with four corners of left side of the sealing tank body (51), and said supporting mesh plate (54) is placed at upper portion of the bottom supporting ring (53).
5. The conventional infiltration tank for geotechnical test as claimed in claim 2, wherein said bottom hopper (71) is integrally provided at the lower portion of the sealed tank body (51), and said nipple (8) is welded to the lower left side of the bottom hopper (71).
6. The infiltration tank for conventional soil test as set forth in claim 2, wherein the metal tripod (75) is inserted into the lower part of the inner side of the sealing tank body (51), and the metal tripod (75) is located at the lower part of the supporting net plate (54).
7. The infiltration tank for conventional soil test as defined in claim 3, wherein the lower part of said hollow receptacle (41) is flange-connected with the upper part of the end face support column (3), and the upper part of said hollow receptacle (41) is inserted inside the connection groove (56).
CN202123105839.6U 2021-12-06 2021-12-06 Infiltration case for conventional geotechnical test Active CN217359512U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123105839.6U CN217359512U (en) 2021-12-06 2021-12-06 Infiltration case for conventional geotechnical test

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123105839.6U CN217359512U (en) 2021-12-06 2021-12-06 Infiltration case for conventional geotechnical test

Publications (1)

Publication Number Publication Date
CN217359512U true CN217359512U (en) 2022-09-02

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ID=83041015

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Application Number Title Priority Date Filing Date
CN202123105839.6U Active CN217359512U (en) 2021-12-06 2021-12-06 Infiltration case for conventional geotechnical test

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CN (1) CN217359512U (en)

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