CN206695789U - Convenient placement formula inclinometer pipe - Google Patents

Convenient placement formula inclinometer pipe Download PDF

Info

Publication number
CN206695789U
CN206695789U CN201720442858.2U CN201720442858U CN206695789U CN 206695789 U CN206695789 U CN 206695789U CN 201720442858 U CN201720442858 U CN 201720442858U CN 206695789 U CN206695789 U CN 206695789U
Authority
CN
China
Prior art keywords
pipe
inclinometer pipe
colligation
deviational survey
inclinometer
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
CN201720442858.2U
Other languages
Chinese (zh)
Inventor
刘海波
赵文峰
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.)
Shenzhen Mayor Surveys Prospective Design Co Ltd
Original Assignee
Shenzhen Mayor Surveys Prospective Design 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 Shenzhen Mayor Surveys Prospective Design Co Ltd filed Critical Shenzhen Mayor Surveys Prospective Design Co Ltd
Priority to CN201720442858.2U priority Critical patent/CN206695789U/en
Application granted granted Critical
Publication of CN206695789U publication Critical patent/CN206695789U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

A kind of convenient placement formula inclinometer pipe, includes deviational survey pipe shaft, it is characterised in that:Some bearing arrangements are set with inclinometer pipe, the outer ring of some bearing arrangements is connected with deviational survey pipe shaft composition revolute pair, and colligation groove is offered on the outer ring of some bearing arrangements.During work by colligation groove with binding structural member colligation on reinforcing bar, deviational survey pipe shaft can then rotate regulation.Its advantage is:It can be rotated freely after inclinometer pipe colligation, inclinometer pipe direction can be adjusted.The problem that splicing middle pipe inner card cage can not be docked tightly after solution segmentation banding fixed.The success rate of deeply mixing cement-soil pile point arrangement is improved, improves inclinometer pipe in the general applicability using process.

Description

Convenient placement formula inclinometer pipe
Technical field
The exploration of field basic soil is the utility model is related to, is related to measurement gradient, espespecially a kind of convenient placement formula is surveyed Inclined tube.
Background technology
Deeply mixing cement-soil pile monitors(Inclination monitoring)It is usually used in:The slope that sliding surface is not clear, slide strips are thicker monitors, dam body prison Survey, banket lower deformation of soft soil monitoring, deep basal pit monitoring, retaining wall deformation monitoring etc..
According to automaticity, deeply mixing cement-soil pile can be monitored and be divided into the monitoring of automation deeply mixing cement-soil pile, tradition deeply Layer horizontal displacement monitoring.Traditional deeply mixing cement-soil pile monitoring, is a probe that deviational survey sensor is housed, is led in pre-buried trough of belt Reciprocated in pipe, angle of inclination of the conduit axis relative to plumb line is measured in segmentation, can according to section length and angle of inclination To calculate every section of horizontal displacement value, and then analyze shift value of the monitored target at different depth.Work, tied up in practice Mutual aid system devised for poor peasants skill and inclinometer pipe self-deformation(Particularly long span inclinometer pipe)Influenceed Deng many factors, cause inclinometer pipe in colligation work After the completion of work, it is difficult to ensure that the uniformity of neck direction and deformation direction inside inclinometer pipe.In addition, in some projects, reinforcing bar Cage length is big, by plant equipment load limitation(Large-scale crane), many-sided factor such as project cost control influences, it is impossible to once into Type, segmental hoisting and splicing need to be carried out to steel reinforcement cage, can not tightly be docked if being segmented the inclinometer pipe of colligation, cause neck to exist Joint portion is misplaced, then deviational survey sensor smoothly can not be slided freely up and down in pipe, and severe patient is directly by sensor card in the portion Position, causes the loss of instrument and equipment.
The content of the invention
In view of the shortcomings of the prior art, the purpose of this utility model is to provide a kind of convenient placement formula inclinometer pipe.Using The fit principle of bearing, it can be rotated freely after ensureing inclinometer pipe colligation, to adjust inclinometer pipe direction.Solves segmentation banding fixed The problem that splicing middle pipe inner card cage can not be docked tightly afterwards.The success rate of deeply mixing cement-soil pile point arrangement is improved, is improved Inclinometer pipe is in the general applicability using process.
Technical scheme is used by the utility model solves its technical problem:A kind of convenient placement formula inclinometer pipe is provided, Include deviational survey pipe shaft, it is characterised in that:Be set with some bearing arrangements with inclinometer pipe, some bearing arrangements it is outer Circle is connected with deviational survey pipe shaft composition revolute pair, and colligation groove is offered on the outer ring of some bearing arrangements.
During work by colligation groove with binding structural member colligation on reinforcing bar, deviational survey pipe shaft can then rotate regulation.
The beneficial effects of the utility model are:It can be rotated freely after inclinometer pipe colligation, to adjust inclinometer pipe direction.Solve The problem that splicing middle pipe inner card cage can not be docked tightly after segmentation banding fixed.Improve deeply mixing cement-soil pile point arrangement Success rate, inclinometer pipe is improved in the general applicability using process.
Brief description of the drawings
The utility model will be further described below in conjunction with the accompanying drawings.
Fig. 1 is vertical structure schematic diagram of the present utility model.
Fig. 2 is the transversary schematic diagram of deviational survey pipe shaft 4 of the present utility model.
Fig. 3 is utility model works view.
In figure:1 for give stay adapter section, 2 be colligation groove, 3 be bearing arrangement, 4 be deviational survey pipe shaft, 41 be neck, 5 be internode Engagement sleeve, 6 be lower sealing device, 7 be give stay adapter section, 8 be reinforcing bar, 9 be binding structural member.
Embodiment
Referring to accompanying drawing, a kind of convenient placement formula inclinometer pipe of the utility model, include deviational survey pipe shaft 4, it is characterised in that: Some bearing arrangements 3 are set with deviational survey pipe shaft 4, outer ring and the deviational survey pipe shaft 4 of some bearing arrangements 3 form revolute pair and connected Connect, colligation groove 2 is offered on the outer ring of some bearing arrangements 3.
By the use colligation of binding structural member 9 of colligation groove 2 on reinforcing bar 8 during work, deviational survey pipe shaft 4 can then rotate regulation.

Claims (1)

1. a kind of convenient placement formula inclinometer pipe, includes deviational survey pipe shaft, it is characterised in that:Some axles are set with inclinometer pipe Bearing apparatus, the outer ring of some bearing arrangements is connected with deviational survey pipe shaft composition revolute pair, in the outer of some bearing arrangements Colligation groove is offered on circle.
CN201720442858.2U 2017-04-25 2017-04-25 Convenient placement formula inclinometer pipe Active CN206695789U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720442858.2U CN206695789U (en) 2017-04-25 2017-04-25 Convenient placement formula inclinometer pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720442858.2U CN206695789U (en) 2017-04-25 2017-04-25 Convenient placement formula inclinometer pipe

Publications (1)

Publication Number Publication Date
CN206695789U true CN206695789U (en) 2017-12-01

Family

ID=60444696

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720442858.2U Active CN206695789U (en) 2017-04-25 2017-04-25 Convenient placement formula inclinometer pipe

Country Status (1)

Country Link
CN (1) CN206695789U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110499748A (en) * 2019-08-22 2019-11-26 姜广州 A kind of recyclable inclinometer pipe of postposition implanted
CN113846615A (en) * 2021-10-28 2021-12-28 中铁第五勘察设计院集团有限公司 Inclinometer pipe and installation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110499748A (en) * 2019-08-22 2019-11-26 姜广州 A kind of recyclable inclinometer pipe of postposition implanted
CN110499748B (en) * 2019-08-22 2021-05-11 姜广州 Rear-mounted implantable recyclable inclinometer tube
CN113846615A (en) * 2021-10-28 2021-12-28 中铁第五勘察设计院集团有限公司 Inclinometer pipe and installation method thereof
CN113846615B (en) * 2021-10-28 2022-09-30 中铁第五勘察设计院集团有限公司 Inclinometer pipe and installation method thereof

Similar Documents

Publication Publication Date Title
CN103243747B (en) Deviation rectifying method of prestressed concrete pipe pile foundation
CN102162234B (en) Device and method for monitoring surface displacement of rock-soil body in real time
CN202298628U (en) Automatic steel pipe column perpendicularity adjusting device using reverse construction method
CN111914373B (en) Long-distance rock jacking pipe friction resistance calculation method and pipe-rock contact state detection method
CN206695789U (en) Convenient placement formula inclinometer pipe
CN103644892A (en) Measuring device and method for layered settlement of soil body of deep foundation pit
CN104406568A (en) Device and method for monitoring settlement of ground surface in deep water area
CN102797269A (en) Internal force testing method for load test of pre-stress tubular pile
CN102877447B (en) Shallow stratum multi-point settlement real-time monitoring device and method
CN206873457U (en) Concrete height measuring device for pouring underwater concrete by using conduit method
CN204214437U (en) Profundal zone surface subsidence monitoring device
CN205027720U (en) Monitoring strata displacement's device among three -dimensional similar material simulation experiment
CN103422487B (en) Method for measuring settlement deformation by utilizing inclinometer and angle-adjustable converter
CN201649139U (en) Cast-in-place pile loading test inner force testing device
CN202850007U (en) Shallow stratum multipoint settlement real-time monitoring device
CN208872285U (en) A kind of earth and rockfill dam impervious body DEFORMATION MONITORING SYSTEM
CN203811231U (en) Water depth measuring device
CN105067774A (en) Device and method used or monitoring rock strata movement in three-dimensional similar material simulation experiment
CN207214967U (en) The monitoring device of tube coupling horizontal displacement under the conditions of a kind of pipe curtain advance support
CN106123873B (en) Upright projection positioning measuring device positions cultellation construction method
CN109029337A (en) A kind of earth and rockfill dam impervious body DEFORMATION MONITORING SYSTEM and monitoring method
CN102278975B (en) Non-contact soft soil large deformation displacement meter
CN206504728U (en) A kind of device measured for bore inclining
CN204649190U (en) For the device of subsidence of abutment back fill observation
CN208949865U (en) For monitoring the device for marking of soil body deep settlement amount

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant