CN206886590U - Pile foundation self-balancing approach plunger type jack - Google Patents

Pile foundation self-balancing approach plunger type jack Download PDF

Info

Publication number
CN206886590U
CN206886590U CN201720629117.5U CN201720629117U CN206886590U CN 206886590 U CN206886590 U CN 206886590U CN 201720629117 U CN201720629117 U CN 201720629117U CN 206886590 U CN206886590 U CN 206886590U
Authority
CN
China
Prior art keywords
cylinder
sealing ring
annular groove
piston
cylinder barrel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201720629117.5U
Other languages
Chinese (zh)
Inventor
毛宇靖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Feeling Machinery Manufacturing Co Ltd
Original Assignee
Zhejiang Feeling Machinery Manufacturing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Feeling Machinery Manufacturing Co Ltd filed Critical Zhejiang Feeling Machinery Manufacturing Co Ltd
Priority to CN201720629117.5U priority Critical patent/CN206886590U/en
Application granted granted Critical
Publication of CN206886590U publication Critical patent/CN206886590U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of pile foundation self-balancing approach plunger type jack, it is characterized in that:Including cylinder body and piston body, it is characterized in that:The cylinder body includes cylinder barrel and bottom plate, and the bottom plate is connected to the lower end of cylinder barrel;The piston body includes piston plate, sealing ring, guide support cylinder and support column, and the piston plate forms annular seal space in cylinder barrel and between cylinder barrel, bottom plate;The guide support cylinder is located at the upper surface of piston plate, the inwall of its lateral wall and cylinder barrel against;The support column is located at the upper surface of piston plate, coaxial with guide support cylinder;There is the annular groove for being coaxial therewith setting, the sealing ring is in annular groove on the piston body;The bottom of the cylinder barrel offers pouring orifice, and the pouring orifice connects with annular seal space;Its technique effect is:Sealing effectiveness is effectively played to annular seal space by sealing ring.

Description

Pile foundation self-balancing approach plunger type jack
Technical field
It the utility model is related to a kind of pile foundation self-balancing approach plunger type jack.
Background technology
Autobalanced detection is to use counter-force of the pile side resistance as end resistance, so as to the bearing capacity of test pile.Certainly During balance detection experiment, load box is to test the critical component loaded, the quality of load box service behaviour to stake to be detected The accuracy of success rate and result of the test to autobalanced detection experiment has important influence.The primary structure bag of load box Include top panel, lower panel and the jack between upper and lower panel.
Prior art, Publication No. CN201317945 patent document in order to mitigate the weight of jack in load box, its A kind of dredged foundation bearing capacity autobalanced detection load box is disclosed, technical scheme is:The load box includes at least one Load cell, each load cell include cylinder body and the piston cylinder along the cylinder body elevating movement, the cylinder base with Be provided with annular seal space between the piston cylinder root, be provided with through hole at the top of the piston cylinder, oil inlet pipe by the through hole with it is described Annular seal space connects.The utility model has the advantages that equipment is light and handy, is easily installed, operating pressure is low, easy to assembly, is advantageous to carry High self-balancing displacement measurement precision, hence it is evident that reduce testing cost.But in the technical scheme, main pressure part is sealing Capsule, when injecting hydraulic oil to sealing tumour, sealed bladder, which there may be, deforms the uneven risk for causing leakage, so as to have impact on thousand The normal work on jin top.Additionally, due to the retractility of sealed bladder, when jack stroke is larger, it may reveal, so that also can shadow Ring the normal work of jack.
Utility model content
In view of the shortcomings of the prior art, the utility model provides a kind of pile foundation self-balancing approach plunger type jack, has The sealing of the guarantee sealing ring of effect.
To achieve the above object, the utility model provides following technical scheme:
A kind of pile foundation self-balancing approach plunger type jack, including cylinder body and piston body, it is characterized in that:The cylinder body includes Cylinder barrel and bottom plate, the bottom plate are connected to the lower end of cylinder barrel;The piston body include piston plate, sealing ring, guide support cylinder and Support column, the piston plate form annular seal space in cylinder barrel and between cylinder barrel, bottom plate;The guide support cylinder is located at piston The inwall of the upper surface of plate, its lateral wall and cylinder barrel against;The support column is located at the upper surface of piston plate, with guide support cylinder Coaxially;There is the annular groove for being coaxial therewith setting, the sealing ring is in annular groove on the piston body;Open the bottom of the cylinder barrel Provided with pouring orifice, the pouring orifice connects with annular seal space.
Preferably, the annular groove includes the upper annular groove being opened on guide support cylinder, and the sealing ring includes upper sealing ring, The upper sealing ring is in upper annular groove.
Preferably, the annular groove includes the lower annular groove being opened on piston plate, and the sealing ring includes lower seal, described Lower seal is in lower annular groove.
Preferably, the upper sealing ring and lower seal are to be slidingly sealed.
Pass through above-mentioned technical proposal, upper sealing ring and lower seal can fully ensure the sealing of annular seal space, upper sealing ring It can prevent cement slurry from entering between support tube and cylinder barrel, cause corrosion, lower seal can prevent the hydraulic oil in annular seal space It is leaked in environment, causes the pollution of environment;The setting of support column, both cause the center of piston plate or stress branch can be obtained Support, it is therefore prevented that the situation of upward deformation occurs for piston plate center, has assigned to the bearing capacity of guide support cylinder again, has prevented from being oriented to Support tube deforms in displacement, destroys the situation of the sealing of annular seal space.
Preferably, the upper surface of the bottom plate is provided with spacing block.
Pass through above-mentioned technical proposal, the spacing block can prevent piston plate from fitting on bottom plate, cause hydraulic oil not to be passed through The situation of annular seal space.
Brief description of the drawings
Fig. 1 is the schematic diagram of the utility model pile foundation self-balancing approach plunger type jack.
Embodiment
The utility model pile foundation self-balancing approach is further described with plunger type jack by Fig. 1.
A kind of pile foundation self-balancing approach plunger type jack, including cylinder body 1 and piston body 2, the cylinder body 1 include cylinder barrel 12 With bottom plate 11, the bottom plate 11 is welded in the lower end of cylinder barrel 12;The piston body 2 includes piston plate 23, the and of guide support cylinder 21 Support column 22, the piston plate 23 is horizontal to form annular seal space 7 in cylinder barrel 12 and between cylinder barrel 12, bottom plate 11;It is described to lead It is located at the upper surface of piston plate 23 to support tube 21, the inwall of its lateral wall and cylinder barrel 12 is against playing guide effect;The branch Dagger 22 is located at the upper surface of piston plate 23, coaxial with guide support cylinder 21, height and the support column 22 of guide support cylinder 21 It is highly equal;The bottom of the cylinder barrel 12 offers pouring orifice 3, and the pouring orifice 3 connects with annular seal space 7.
Further, lower annular groove is offered in the side wall of the piston plate 23, lower seal 5 is provided with the lower annular groove, Annular groove is offered in the side wall of the guide support cylinder 21, upper sealing ring 6 is provided with the upper annular groove.
Further, the upper surface of the bottom plate 11 is provided with spacing block 4, isolates fast upper surface and is located at the upside of pouring orifice 3.
Sealing ring is sliding ring.
It should be noted that filler can be also filled between guide support cylinder and piston plate to be supported.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.

Claims (5)

1. a kind of pile foundation self-balancing approach plunger type jack, including cylinder body and piston body, it is characterized in that:The cylinder body includes cylinder Cylinder and bottom plate, the bottom plate are connected to the lower end of cylinder barrel;The piston body includes piston plate, sealing ring, guide support cylinder and branch Dagger, the piston plate form annular seal space in cylinder barrel and between cylinder barrel, bottom plate;The guide support cylinder is located at piston plate Upper surface, the inwall of its lateral wall and cylinder barrel against;The support column is located at the upper surface of piston plate, same with guide support cylinder Axle;There is the annular groove for being coaxial therewith setting, the sealing ring is in annular groove on the piston body;The bottom of the cylinder barrel opens up There is pouring orifice, the pouring orifice connects with annular seal space.
2. pile foundation self-balancing approach plunger type jack according to claim 1, it is characterized in that:The annular groove includes opening up In the upper annular groove on guide support cylinder, the sealing ring includes upper sealing ring, and the upper sealing ring is in upper annular groove.
3. pile foundation self-balancing approach plunger type jack according to claim 2, it is characterized in that:The annular groove includes opening up In the lower annular groove on piston plate, the sealing ring includes lower seal, and the lower seal is in lower annular groove.
4. pile foundation self-balancing approach plunger type jack according to claim 3, it is characterized in that:The upper sealing ring is with Sealing ring is to be slidingly sealed.
5. pile foundation self-balancing approach plunger type jack according to claim 1, it is characterized in that:The upper surface of the bottom plate Provided with spacing block.
CN201720629117.5U 2017-06-01 2017-06-01 Pile foundation self-balancing approach plunger type jack Active CN206886590U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720629117.5U CN206886590U (en) 2017-06-01 2017-06-01 Pile foundation self-balancing approach plunger type jack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720629117.5U CN206886590U (en) 2017-06-01 2017-06-01 Pile foundation self-balancing approach plunger type jack

Publications (1)

Publication Number Publication Date
CN206886590U true CN206886590U (en) 2018-01-16

Family

ID=61321066

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720629117.5U Active CN206886590U (en) 2017-06-01 2017-06-01 Pile foundation self-balancing approach plunger type jack

Country Status (1)

Country Link
CN (1) CN206886590U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113186992A (en) * 2021-02-19 2021-07-30 浙江欧感机械制造有限公司 Self sealss loading unit and based on open type load box structure of this unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113186992A (en) * 2021-02-19 2021-07-30 浙江欧感机械制造有限公司 Self sealss loading unit and based on open type load box structure of this unit

Similar Documents

Publication Publication Date Title
CN105910913A (en) Test system and method for coal and gas outburst induced by impact load under coal sample of raw coal
CN207418181U (en) A kind of external screw thread mechanical caging double-action hydraulic jack
CN206886590U (en) Pile foundation self-balancing approach plunger type jack
CN107063649A (en) The underwater wellhead annular space sealing ground test device of pressurization can be loaded simultaneously
CN207908276U (en) A kind of flat push type pile pile beam test device
CN108896468A (en) A kind of rock sample seepage detector
CN112520680B (en) Air bag inflating lifting type closed manual oil metering port device of gas station
CN109944281A (en) A kind of load box and its measurement method
CN206057093U (en) A kind of drilling cuttings method predicting rock burst experimental simulation system
CN208833638U (en) A kind of rock sample seepage detector
CN110686918B (en) Simulation system and experimental method for stabilizing excavation surface of gas drainage control tunnel
CN206916800U (en) The sinking bucket foundation soil body changes experimental rig
CN207032333U (en) Without code heap foundation detection means
CN206593979U (en) A kind of coal and rock Creep Mechanics behavior test device under the loading based on true triaxial
CN205719792U (en) Shock loading induction coal and gas prominent pilot system under raw coal sample
CN106053244B (en) Salt cave storage tank farm country rock self-balancing type triaxial compression test device and test method
CN105317024B (en) A kind of gate Integral type gate
CN201317945Y (en) Load box used for self-balancing test of dig-type foundation bearing force
CN209839039U (en) Static pile driver landing leg hydro-cylinder with gas-liquid buffer function
CN106090596A (en) Inflated type thin oil sealing gas cabinet
CN206888031U (en) The annular load box of self-balancing approach
CN106097862A (en) A kind of coal and rock infiltration simple experimental device under adjustable artesian water pressure stabilization function
CN207034064U (en) A kind of viscous damping damper with auto-reset function
CN206888033U (en) Pile foundation self-balancing approach stake bottom load box
CN209923998U (en) Load box

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant