CN207143983U - Pile foundation self-balancing approach displacement transfer device - Google Patents

Pile foundation self-balancing approach displacement transfer device Download PDF

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Publication number
CN207143983U
CN207143983U CN201720627856.0U CN201720627856U CN207143983U CN 207143983 U CN207143983 U CN 207143983U CN 201720627856 U CN201720627856 U CN 201720627856U CN 207143983 U CN207143983 U CN 207143983U
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CN
China
Prior art keywords
displacement
ring plate
silk
pile foundation
offset silk
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Active
Application number
CN201720627856.0U
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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 OUGAN MACHINERY MANUFACTURING Co.,Ltd.
Original Assignee
Zhejiang Feeling Machinery Manufacturing Co Ltd
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Publication date
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Priority to CN201720627856.0U priority Critical patent/CN207143983U/en
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Abstract

The utility model discloses a kind of pile foundation self-balancing approach displacement transfer device, technical essential is:Including displacement detector and load box, in addition to top offset silk and bottom offset silk, the upper end of the top offset silk and bottom offset silk is all connected to displacement detector, and lower end is connected to fixing bolt and lower fixing bolt;The load box includes upper ring plate and lower ring plate, and upper screwed hole and lower screwed hole are respectively equipped with the upper ring plate and lower ring plate, and fixed bolt is connected with upper screwed hole, and the lower fixing bolt is connected through upper ring plate with lower screwed hole;Have the technical effect that:Effective and stable connection of displacement silk and load box is realized, to carry out displacement measurement.

Description

Pile foundation self-balancing approach displacement transfer device
Technical field
It the utility model is related to a kind of pile foundation self-balancing approach displacement transfer device.
Background technology
At present, common foundation pile displacement amount detecting device mainly has displacement rod-type detection means and displacement wire form detection means Two types.During using displacement rod-type detection means, rigid rod is put at foundation pile displacement amount, rigid rod is extended into ground Place, displacement transducer, the disposed outside pipeline of rigid rod are installed at the top of rigid rod.If the hole depth of foundation pile it is larger, it is necessary to More rigid rod connections use, and due to the not reproducible use of rigid rod, it is high that displacement rod-type detection means has installation trouble, cost Deng using shortcoming.Displacement wire form detection means again comprising mechanical and two kinds of electrodynamic type, but this in two mode use be present Limitation, i.e., could only be used in the case where pile foundation has pipeline, as Publication No. CN205804431U patent text Offer, its occupation mode is:By displacement silk(Steel wire rope in this application file)It is connected with dop, dop is then passed into stake again In the pipeline of base, control the flexible realization of dop and the fixation of pipeline, after dop is connected with the pipeline in pile foundation, pile foundation it is upper The upper and lower displacement of bottom offset, as displacement silk, so the displacement that staff need to only detect displacement silk on the ground can obtain Go out the displacement of pile foundation.And when pipeline is not present in pile foundation, dop just can not be realized with pile foundation and connected, in the case of causing this kind Displacement silk mensuration can not be used, it is therefore desirable to propose the new connected mode between a kind of displacement silk and pile foundation.
Utility model content
In view of the shortcomings of the prior art, the utility model provides a kind of pile foundation self-balancing approach displacement transfer device, real Effective and stable connection of existing displacement silk and load box, to carry out displacement measurement.
To achieve the above object, the utility model provides following technical scheme:
A kind of pile foundation self-balancing approach displacement transfer device, including displacement detector and load box, in addition to top offset Silk and bottom offset silk, the upper end of the top offset silk and bottom offset silk are all connected to displacement detector, and lower end is connected to Upper fixing bolt and lower fixing bolt;The load box includes upper ring plate and lower ring plate, distinguishes on the upper ring plate and lower ring plate Provided with upper screwed hole and lower screwed hole, fixed bolt is connected with upper screwed hole, and the lower fixing bolt passes through upper ring plate It is connected with lower screwed hole.
Pass through above-mentioned technical proposal, by the setting of fixing bolt and screwed hole, realize top offset silk and bottom offset silk With effective connection of load box, and connect mode it is relatively simple firmly, connection complete after can utilize displacement detector To measure the displacement of pile foundation.
Preferably, institute's displacement sensing device includes datum line beam, support, movable block, steel wire rope, balancing weight, connecting rod, magnetic force Gauge stand, displacement detector and fixed pulley;The magnetic stand is installed on datum line beam;The fixed pulley is installed on support;Institute The upper end for stating steel wire rope is connected around fixed pulley with balancing weight, and lower end is connected with top offset silk or bottom offset silk;Movable block connects In on steel wire rope, and moved with steel wire rope;One end connection magnetic stand of the connecting rod, other end connection displacement detector;Institute State the displacement that displacement detector can detect steel wire.
Pass through above-mentioned technical proposal, when epimere pile foundation or lower end pile foundation have relative movement, top offset silk or bottom Corresponding displacement can be produced by moving silk, and then it is mobile fast mobile that steel wire rope is driven, and last displacement detector can be effective Detect the displacement of movable block, the i.e. displacement of epimere pile foundation or hypomere pile foundation;The magnetic stand is installed on datum line beam On;The fixed pulley is installed on support, and the setting may be such that and is independent of each other between magnetic stand and fixed pulley.
Preferably, the upper surface welding of fixed bolt and upper ring plate;Under the lower fixing bolt and lower ring plate Surface soldered.
Pass through above-mentioned technical proposal, it is further using welding so that fixing bolt and ring on the basis of threaded connection Bonding strength between plate is more stable, firm.
Preferably, the quantity of institute's displacement sensing device is equal with the quantity sum of top offset silk and bottom offset silk, and often A piece top offset silk or bottom offset silk, which correspond to, is connected with a displacement detector.
Pass through above-mentioned technical proposal set top offset silk and bottom offset silk to increase the accuracy of displacement detecting more.
Preferably, the connecting rod includes bar one and bar two, and one end of the bar one is connected to magnetic stand, the other end and institute The end for the bar two stated is hinged, and the other end of bar two is connected with displacement detector.
The relative rotation of bar one and bar two, the position of moving displacement detector can be achieved in Pass through above-mentioned technical proposal, the setting Put and effectively adjusted.
Brief description of the drawings
Fig. 1 is the schematic diagram of the utility model pile foundation self-balancing approach displacement transfer device;
Fig. 2 is A portions enlarged drawing in Fig. 1;
Fig. 3 is B portions enlarged drawing in Fig. 2.
Embodiment
The utility model pile foundation self-balancing approach is further described with displacement transfer device by Fig. 1 to Fig. 3.
A kind of pile foundation self-balancing approach displacement transfer device, including datum line beam 2, support 1, movable block 7, steel wire rope 8, counterweight Block 9, connecting rod 3, magnetic stand 4, displacement detector 6, top offset silk 12 and bottom offset silk 18, fixed pulley 5 and load box 10;Institute State magnetic stand 4 to be installed on datum line beam 2, and can move back and forth on datum line beam 2, to adjust the position of magnetic stand 4;It is described Fixed pulley 5 is installed on support 1;The upper end of the steel wire rope 8 is connected around fixed pulley 5 with balancing weight 9, lower end and top offset silk 12 or bottom offset silk 18 upper end connection;Movable block 7 is connected on steel wire rope 8, and is moved up and down with steel wire rope 8;The connecting rod 3 One end be connected to joint on magnetic stand 4, other end connection displacement detector 6, displacement detector 6 is fixed, displacement Detector 6 is displacement dial gauge;The offset table divides the measurement head of the displacement, i.e. displacement dial gauge of the detectable movable block 7 of table It is resisted against on movable block 7.The lower end of the top offset silk 12 and bottom offset silk 18 is connected to fixing bolt 11 and lower solid Determine bolt 15;The load box 10 includes upper ring plate 101 and lower ring plate 102, distinguishes on the upper ring plate 101 and lower ring plate 102 Provided with upper screwed hole 14 and lower screwed hole 16, fixed bolt 11 is connected with upper screwed hole 14, the lower fixing bolt 15 It is connected through upper ring plate 101 with lower screwed hole 16.
Further, the upper surface of fixed bolt 11 and upper ring plate 101 is welded;The lower fixing bolt 15 is with The lower surface welding of ring flat-plate 102.
Further, the quantity of institute's displacement sensing device and the quantity sum phase of top offset silk 12 and bottom offset silk 18 Deng, and each top offset silk 12 or bottom offset silk 18 correspond to and are connected with a displacement detector.
Further, the connecting rod 3 includes bar 1 and bar 2 32, and one end of the bar 1 is connected to magnetic stand, The end of the other end and described bar 2 32 is hinged by pin rod, and the other end of bar 2 32 is connected with displacement detector 6.
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 displacement transfer device, including displacement detector and load box, it is characterized in that:Also include Top offset silk and bottom offset silk, the upper end of the top offset silk and bottom offset silk are all connected to displacement detector, lower end difference It is connected with fixing bolt and lower fixing bolt;The load box includes upper ring plate and lower ring plate, the upper ring plate and lower ring plate On be respectively equipped with upper screwed hole and lower screwed hole, fixed bolt is connected with upper screwed hole, and the lower fixing bolt passes through Upper ring plate is connected with lower screwed hole.
2. pile foundation self-balancing approach displacement transfer device according to claim 1, it is characterized in that:Institute's displacement sensing device Including datum line beam, support, movable block, steel wire rope, balancing weight, connecting rod, magnetic stand, displacement detector and fixed pulley;The magnetic Power gauge stand is installed on datum line beam;The fixed pulley is installed on support;The upper end of the steel wire rope bypasses fixed pulley and counterweight Block is connected, and lower end is connected with top offset silk or bottom offset silk;Movable block is connected on steel wire rope, and is moved with steel wire rope;It is described One end connection magnetic stand of connecting rod, other end connection displacement detector;The displacement detector can detect the displacement of steel wire.
3. pile foundation self-balancing approach displacement transfer device according to claim 1, it is characterized in that:Fixed bolt with The upper surface welding of upper ring plate;The lower surface welding of the lower fixing bolt and lower ring plate.
4. pile foundation self-balancing approach displacement transfer device according to claim 1, it is characterized in that:Institute's displacement sensing device Quantity it is equal with the quantity sum of top offset silk and bottom offset silk, and the corresponding connection of each top offset silk or bottom offset silk There is a displacement detector.
5. pile foundation self-balancing approach displacement transfer device according to claim 2, it is characterized in that:The connecting rod includes bar one With bar two, one end of the bar one is connected to magnetic stand, and the end of the other end and described bar two is hinged, the other end of bar two It is connected with displacement detector.
CN201720627856.0U 2017-06-01 2017-06-01 Pile foundation self-balancing approach displacement transfer device Active CN207143983U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720627856.0U CN207143983U (en) 2017-06-01 2017-06-01 Pile foundation self-balancing approach displacement transfer device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720627856.0U CN207143983U (en) 2017-06-01 2017-06-01 Pile foundation self-balancing approach displacement transfer device

Publications (1)

Publication Number Publication Date
CN207143983U true CN207143983U (en) 2018-03-27

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720627856.0U Active CN207143983U (en) 2017-06-01 2017-06-01 Pile foundation self-balancing approach displacement transfer device

Country Status (1)

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CN (1) CN207143983U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020199656A1 (en) * 2019-04-01 2020-10-08 南昌永祺科技发展有限公司 Foundation pile bearing capacity test and displacement test integrated device and test method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020199656A1 (en) * 2019-04-01 2020-10-08 南昌永祺科技发展有限公司 Foundation pile bearing capacity test and displacement test integrated device and test method

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20191129

Address after: Room D, 10 / F, block a, Yijing center, No.1, Hongguang Avenue, Kowloon Bay, Hong Kong, China

Patentee after: Ougan Group Co., Ltd

Address before: Hangzhou City, Zhejiang province 311602 Jiande Qiantan Anren Industrial Park

Patentee before: Zhejiang feeling Machinery Manufacturing Co., Ltd.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20210301

Address after: 29 Longxin Road, hardware industrial zone, Qiantan Town, Jiande City, Hangzhou City, Zhejiang Province

Patentee after: ZHEJIANG OUGAN MACHINERY MANUFACTURING Co.,Ltd.

Address before: Room D, 10 / F, block a, Yijing center, No.1, Hongguang Avenue, Kowloon Bay, Hong Kong, China

Patentee before: Ougan Group Co.,Ltd.

TR01 Transfer of patent right