CN205712229U - A kind of inclinometer pipe for base pit engineering - Google Patents

A kind of inclinometer pipe for base pit engineering Download PDF

Info

Publication number
CN205712229U
CN205712229U CN201620521966.4U CN201620521966U CN205712229U CN 205712229 U CN205712229 U CN 205712229U CN 201620521966 U CN201620521966 U CN 201620521966U CN 205712229 U CN205712229 U CN 205712229U
Authority
CN
China
Prior art keywords
vertical tube
sleeve pipe
lid
pipe
tube
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.)
Expired - Fee Related
Application number
CN201620521966.4U
Other languages
Chinese (zh)
Inventor
姚志敏
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.)
Jiangxi University of Technology
Original Assignee
Jiangxi University of Technology
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 Jiangxi University of Technology filed Critical Jiangxi University of Technology
Priority to CN201620521966.4U priority Critical patent/CN205712229U/en
Application granted granted Critical
Publication of CN205712229U publication Critical patent/CN205712229U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The utility model discloses a kind of inclinometer pipe for base pit engineering, feature is: include left inlet opening, left lid, left vertical tube, left camber sleeve pipe, horizontal tube, right camber sleeve pipe, right vertical tube, right lid and right inlet opening, the left lid sealed it is provided with on the top of left vertical tube, left inlet opening is located in left lid, the right lid sealed it is provided with on the top of right vertical tube, right inlet opening is located in right lid, the bottom of left vertical tube concatenate with left camber sleeve pipe, horizontal tube, right camber sleeve pipe successively after again bottom with right vertical tube connect;Left vertical tube, left camber sleeve pipe, horizontal tube, right camber sleeve pipe, right vertical tube collectively form " U " type.All it is cased with connecting sleeve pipe at the outer wall of left vertical tube and the outer wall of right vertical tube.This utility model has diaphram wall deviational survey effect more preferably, inclinometer pipe is completely embedded, ensure inclinometer pipe in use obtain exactly data, ensure inclinometer safe handling, the convenient advantage installed.

Description

A kind of inclinometer pipe for base pit engineering
Technical field
This utility model relates to base pit engineering, especially relates to a kind of inclinometer pipe for base pit engineering.
Background technology
In recent years, the underground engineering construction of China, water conservancy construction and urban transportation infrastructure construction all achieve front institute Not some development, along with raising and a large amount of new technique, new construction, new technology, the new material of social production force level and newly set Standby extensive application so that the building technology of underground engineering have also been obtained unprecedented development.
It is currently China and carries out the peak period of underground engineering construction construction, by resource-constrained between hemisphere, following basis The development trend built is that city underground engineering exploitation application is it is necessary to excavate the subterranean excavation in city.In pit retaining monitoring, go along with sb. to guard him The horizontal displacement of structure directly affects the stability of foundation ditch, and its Changing Pattern is one of big event evaluating base pit stability. In Excavation Process, in order to ensure security of foundation ditch construction, the particularly poor area of soil property, it is necessary to building enclosure horizontal position Move monitoring to monitor in real time.Before implementing this monitoring, inclinometer pipe need to be embedded in building enclosure in advance, go along with sb. to guard him knot for observation Structure horizontal displacement.Inclinometer pipe typically uses straight tube, but owing to inclinometer pipe is fixing firm not, mud pours into and inclinometer pipe will be caused to lose Effect, even damages inclinometer.
Summary of the invention
The purpose of this utility model be to provide a kind of to diaphram wall deviational survey effect more preferably, inclinometer pipe be completely embedded, Ensure inclinometer pipe in use obtain data exactly, ensure inclinometer safe handling, convenient install for foundation ditch work The inclinometer pipe of journey.
The purpose of this utility model is achieved in that
A kind of inclinometer pipe for base pit engineering, feature is: include left inlet opening, left lid, left vertical tube, left camber set Pipe, horizontal tube, right camber sleeve pipe, right vertical tube, right lid and right inlet opening, be provided with the left side sealed on the top of left vertical tube Lid, left inlet opening is located in left lid, is provided with the right lid sealed on the top of right vertical tube, and right inlet opening is located at the right side In lid, the bottom of left vertical tube concatenate with left camber sleeve pipe, horizontal tube, right camber sleeve pipe successively after again with the bottom of right vertical tube even Logical;Left vertical tube, left camber sleeve pipe, horizontal tube, right camber sleeve pipe, right vertical tube collectively form " U " type.
Outer wall at the outer wall of left vertical tube and right vertical tube is all cased with connecting sleeve pipe, connects sleeve pipe and left vertical tube, right vertical tube equal Closely cooperate.
It is provided with several at the inwall connecting sleeve pipe and is easy to the colligation groove that tie wire passes.
Left lid and right lid are equipped with lid handle.
This practicality newly by left inlet opening, left lid, left vertical tube, left camber sleeve pipe, horizontal tube, right camber sleeve pipe, right vertical tube, Right lid, right inlet opening and connection sleeve pipe composition, left camber sleeve pipe is for connecting the left port of left vertical tube and horizontal tube, right camber Sleeve pipe is for connecting the right output port of right vertical tube and horizontal tube, after steel reinforcement cage colligation (welding) completes, can fix left vertical tube, right erect Pipe and horizontal tube.In steel reinforcement cage sinking watching, i.e. when inclinometer pipe is pre-buried, left vertical tube, right vertical tube are played protection and make by horizontal tube With, prevent left vertical tube, right vertical tube from rupturing, protection inclinometer pipe will not destroy in lifting, steel reinforcement cage sinking watching, causes surveying Inclined tube lost efficacy, the most in use, if left vertical tube, right vertical tube connect not tight, if being mixed into the foreign bodies such as mud, and can be by the left Pour water in camber sleeve pipe, right camber sleeve pipe, tube wall washes away to remove foreign body, ensure that inclinometer pipe in use obtains Data exactly, also ensure the safe handling of inclinometer simultaneously.Adapter sleeve pipe is used for fixing left vertical tube, right vertical tube, makes inclinometer pipe It is completely embedded.Left vertical tube, right vertical tube are separately installed with left lid, right lid, facilitate water inlet pressurization.Left lid, right lid Inclinometer pipe can be protected again not filled by foreign body.
Therefore, this utility model has diaphram wall deviational survey effect more preferably, inclinometer pipe is completely embedded, ensures inclinometer pipe In use obtaining data, guarantee inclinometer safe handling, the convenient advantage installed exactly, this utility model is for base The deviational survey observation effect of hole engineering building enclosure is obvious, observes particular for diaphram wall deviational survey.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the schematic diagram connecting sleeve pipe.
Detailed description of the invention
Below in conjunction with embodiment and compare accompanying drawing this utility model is described in further detail.
A kind of inclinometer pipe for base pit engineering, including left inlet opening 1, left lid 2, left vertical tube 3, left camber sleeve pipe 4, water Flat pipe 5, right camber sleeve pipe 6, right vertical tube 7, right lid 8 and right inlet opening 9, be provided with on the top of left vertical tube 3 and to seal Left lid 2, left inlet opening 1 is located in left lid 2, is provided with the right lid 8 sealed, right water inlet on the top of right vertical tube 7 Hole 9 is located in right lid 8, the bottom of left vertical tube 6 concatenate with left camber sleeve pipe 4, horizontal tube 5, right camber sleeve pipe 6 successively after again with The bottom connection of right vertical tube 7;Left vertical tube 3, left camber sleeve pipe 4, horizontal tube 5, right camber sleeve pipe 6, right vertical tube 7 collectively form " U Shape ".
All it is cased with connecting sleeve pipe 11 at the outer wall of left vertical tube 3 and the outer wall of right vertical tube 7, connects sleeve pipe 11 and left vertical tube 3, the right side Vertical tube 7 all closely cooperates, and adapter sleeve 11 pipe is used for fixing left vertical tube 3, right vertical tube 7, makes inclinometer pipe be completely embedded.
It is provided with several at the inwall connecting sleeve pipe 11 and is easy to the colligation groove 12 that tie wire passes, it is simple to sleeve pipe will be connected 11 and inclinometer pipe be fixed on steel reinforcement cage, make inclinometer pipe to damage.
Left lid 2 and right lid 8 are equipped with lid handle 10.

Claims (4)

1. the inclinometer pipe for base pit engineering, it is characterised in that: include left inlet opening, left lid, left vertical tube, left camber set Pipe, horizontal tube, right camber sleeve pipe, right vertical tube, right lid and right inlet opening, be provided with the left side sealed on the top of left vertical tube Lid, left inlet opening is located in left lid, is provided with the right lid sealed on the top of right vertical tube, and right inlet opening is located at the right side In lid, the bottom of left vertical tube concatenate with left camber sleeve pipe, horizontal tube, right camber sleeve pipe successively after again with the bottom of right vertical tube even Logical;Left vertical tube, left camber sleeve pipe, horizontal tube, right camber sleeve pipe, right vertical tube collectively form " U " type.
Inclinometer pipe for base pit engineering the most according to claim 1, it is characterised in that: erect on outer wall and the right side of left vertical tube The outer wall of pipe is all cased with connecting sleeve pipe, connects sleeve pipe and all closely cooperates with left vertical tube, right vertical tube.
Inclinometer pipe for base pit engineering the most according to claim 2, it is characterised in that: it is provided with at the inwall connecting sleeve pipe Several are easy to the colligation groove that tie wire passes.
Inclinometer pipe for base pit engineering the most according to claim 1, it is characterised in that: in left lid and right lid all It is provided with lid handle.
CN201620521966.4U 2016-06-01 2016-06-01 A kind of inclinometer pipe for base pit engineering Expired - Fee Related CN205712229U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620521966.4U CN205712229U (en) 2016-06-01 2016-06-01 A kind of inclinometer pipe for base pit engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620521966.4U CN205712229U (en) 2016-06-01 2016-06-01 A kind of inclinometer pipe for base pit engineering

Publications (1)

Publication Number Publication Date
CN205712229U true CN205712229U (en) 2016-11-23

Family

ID=57300331

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620521966.4U Expired - Fee Related CN205712229U (en) 2016-06-01 2016-06-01 A kind of inclinometer pipe for base pit engineering

Country Status (1)

Country Link
CN (1) CN205712229U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756856A (en) * 2018-06-21 2018-11-06 广东赛达交通科技股份有限公司 A kind of construction method of distribution type fiber-optic drillhole inclination survey

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108756856A (en) * 2018-06-21 2018-11-06 广东赛达交通科技股份有限公司 A kind of construction method of distribution type fiber-optic drillhole inclination survey

Similar Documents

Publication Publication Date Title
CN104563164B (en) A kind of ground-connecting-wall seam leak detection and grouting for water plugging method
CN105239598A (en) Integral sinking construction method for well-type full-automatic stereo garage
CN104805854A (en) Method for constructing deep-water ultra-long steel plate pile cofferdam in tide environment
CN103161476A (en) Mechanical shaft-forming method of shield cutterhead maintenance shaft in tunnel and underground construction
CN103670448B (en) A kind of underground utilities protective device and apply the supporting method of this device
CN104264663A (en) Hard cutting construction technology for secant piles
CN104863183B (en) Damping pilework and construction method is isolated in large cross-section tunnel proximity architecture construction
CN103572764A (en) Watertight structure for retaining wall of ultra-deep manually excavated pile and construction method thereof
CN205712229U (en) A kind of inclinometer pipe for base pit engineering
CN207143920U (en) Water-stopping system between novel pile under a kind of complicated circumstance of flowing water
CN204282399U (en) A kind of subway space enclosing structure
CN102220764A (en) Deep foundation pit bracing system and construction method thereof
CN204898684U (en) Super dark excavation supporting system
CN111733853A (en) Tongue-and-groove type prefabricated underground continuous wall structure
CN202247924U (en) Assembled steel structure open caisson in pipe jacking construction
CN204000836U (en) A kind of structure for the ground stabilization of shield end well surrounding building
CN206477240U (en) A kind of trestle pile foundation for deep water drift net riverbed
CN205604255U (en) Dark foundation pit retaining structure seam stagnant water planar arrangement structure
CN205421303U (en) High water level silt ground water treatment facilities falls
CN105386471A (en) Wall brushing device for constructing seams of H-section steel of underground diaphragm wall
CN205242463U (en) Subway station foundation pit retaining structure ground is construction monitoring structure of wall even
CN208251118U (en) Slope reinforcement device
CN203891045U (en) Leakage blocking and grouting device between deep foundation pit fender posts
CN204959781U (en) Dewatering well plugging device
CN204551551U (en) A kind of ground-connecting-wall seam leak detection and grouting for water plugging device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161123

Termination date: 20170601

CF01 Termination of patent right due to non-payment of annual fee