CN107476356A - Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method - Google Patents

Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method Download PDF

Info

Publication number
CN107476356A
CN107476356A CN201710707690.8A CN201710707690A CN107476356A CN 107476356 A CN107476356 A CN 107476356A CN 201710707690 A CN201710707690 A CN 201710707690A CN 107476356 A CN107476356 A CN 107476356A
Authority
CN
China
Prior art keywords
inclinometer pipe
cylinder
end plate
inner section
fixed end
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.)
Pending
Application number
CN201710707690.8A
Other languages
Chinese (zh)
Inventor
张铁山
靳鑫
王凯峰
崔爱珍
郭亮亮
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.)
China Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division 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 China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201710707690.8A priority Critical patent/CN107476356A/en
Publication of CN107476356A publication Critical patent/CN107476356A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Abstract

The invention provides a kind of inclinometer pipe inner section to reinforce attachment means and inclinometer pipe hardened system, and the reinforcing attachment means include cylinder and fixed end plate.The cylinder body outer wall is provided with fin;The fixed end plate offers a circular hole, the cylinder passes through the circular hole, and is fixed with the fixed end plate outside the cylinder in the fixed end plate.The inclinometer pipe hardened system includes inclinometer pipe, and the inwall of inclinometer pipe axially arranged has conduit along its;The cylinder of described device is placed through inside the inclinometer pipe, and the cylinder is matched by its fin with the conduit bumps of the inclinometer pipe, and the fixed end plate is located in the open top of the inclinometer pipe.The present invention is provided with the cylinder of fin by designing an outer wall, and fixed end plate is welded with the outside of cylinder, and both the inclinometer pipe that meet with here destruction effectively can be connected, and can carry out inner section reinforcement protection to connecting intact inclinometer pipe again.

Description

Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method
Technical field
The present invention relates to technical field of building construction, relate in particular to a kind of inclinometer pipe inner section reinforce attachment means and Inclinometer pipe hardened system.
Background technology
In Large-scale Civil Engineering Project, the gradient detection to building is particularly significant, particularly deep pit digging mistake Cheng Zhong, to ensure that construction can be carried out safely, it is necessary to the gradient of foundation pit side-wall is detected in real time, and maximally efficient side Formula is that foundation ditch is tilted by the embedding inclinometer pipe in foundation pit side-wall, and by times transferring to inclinometer in inclinometer pipe Degree is detected.
But the outer end of inclinometer pipe is generally outer to stretch on ground, due to the vehicular traffic and engineering machine of job site Tool is numerous, and often the inclinometer pipe for exposing to earth's surface is damaged, and inclinometer pipe is once destroyed, it will to foundation ditch gradient Detection makes a big impact.The failure mode that inclinometer pipe most often suffers be inclinometer pipe along the neat root fracture of earth's surface, and at present in engineering It can not be attached using supporting joint, so as to be impacted to measurement work.
The content of the invention
In view of the foregoing, the present invention provides a kind of inclinometer pipe inner section and reinforces attachment means and inclinometer pipe hardened system, The cylinder of fin is provided with by designing an outer wall, and fixed end plate is welded with the outside of cylinder, both can be to meeting with here destruction Inclinometer pipe effectively connected, can carry out inner section reinforcement protection to connecting intact inclinometer pipe again.
To achieve the above object, the present invention adopts the technical scheme that:A kind of inclinometer pipe inner section is provided and reinforces connection dress Put, including cylinder and fixed end plate.The cylinder body outer wall is provided with fin;The fixed end plate is described solid outside the cylinder A circular hole is offered in end plate, the cylinder passes through the circular hole, and is fixed with the fixed end plate.
Preferably, the fixed end plate offers the through hole for wearing pin in the circular.
Preferably, the cylinder is mutually perpendicular to the fixed end plate.
Preferably, the fin is to go out to be formed at the hollow vertical bar rib-like structure of outer wall by cylinder inboard wall is recessed outwardly, makes institute State cylinder inboard wall and correspond to the fin of outer wall and form linear groove structure.
Preferably, the cylinder is to curl shape in the rectangular tab formed with hollow rib structures in one side by preprocessing Into.
Preferably, the girth of the cylinder cross section is equal to the girth of the inclinometer pipe inner section inwall.
A kind of inclinometer pipe hardened system, including inclinometer pipe, the inwall of the inclinometer pipe axially arranged have conduit along its;It is described The cylinder of device is placed through inside the inclinometer pipe, and the cylinder is matched by its fin with the conduit bumps of the inclinometer pipe, And the fixed end plate is located in the open top of the inclinometer pipe.
Preferably, the fixed end plate offers through hole in the circular, and the through hole is used to wear pin, with fixation The inclinometer pipe inner section reinforces attachment means on the mounting surface of the inclinometer pipe.
The reinforcement means of inclinometer pipe of the present invention, it includes the following steps:
A., the inclinometer pipe that inwall is arranged with channel structure vertically is provided;
B., the cylinder that outer wall is convexly equipped with rib structures vertically is provided;
C. the cylinder is placed through inside the inclinometer pipe, and the fin is matched with groove bumps, with right The inclinometer pipe plays reinforcement effect.
Fixed end plate is installed with it is preferred that being also nested with outside the cylinder;The step of methods described, includes:
A. when the inclinometer pipe is blocked along the neat root of earth's surface, the fin of the lower half of the cylinder is blocked into survey with described The concavo-convex matching of the conduit of inclined tube, to make the cylinder be placed through inside the inclinometer pipe;
B., another inclinometer pipe is provided, makes the inclinometer pipe be placed on the first half of the cylinder, and make the upper of the cylinder The fin of half portion matches with the conduit bumps of another inclinometer pipe, to reinforce the inclinometer pipe and connect two inclinometer pipes.
The present invention makes it have following beneficial effect as a result of above technical scheme:
(1) by being provided with the cylinder of fin, and fixed end plate is welded with the outside of cylinder, both can be to meeting with here destruction Inclinometer pipe effectively connected, can carry out inner section reinforcement protection to connecting intact inclinometer pipe again.
(2) mode inserted within cylinder is inserted in inclinometer pipe, is matched by conduit with fin, is made cylinder relatively stablely Connect two inclinometer pipes.
(3) pin wears through hole, and through hole uniform ring makes fixed end plate uniform stressed, strengthen its stability around circular hole.
(4) cylinder and fixed end plate are orthogonal, the Stability Analysis of Structures, and stationarity is good.
(5) cylinder is curled by rectangular tab and formed, and processing is simple, and rectangular tab is curled afterwards in itself with certain Power, the tension force make cylinder be fixed in inclinometer pipe.
(6) girth of cylinder cross section is equal with the girth of inclinometer pipe inner section, and now cylinder can connect with inclinometer pipe just Connect, reduce space, strengthen stability.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present invention.
Fig. 2 is deployed condition lower plane structural representation of the present invention.
Fig. 3 is the cross-sectional structure schematic diagram when present invention curls into tubular.
Fig. 4 is the inclinometer pipe cross-sectional structure schematic diagram of the present invention.
When Fig. 5 is that the inclinometer pipe of the present invention is undamaged, the structural profile illustration that normally connects.
Fig. 6 is the structural profile illustration when inclinometer pipe of the present invention destroys by neat root fracture.
Fig. 7 is the structural representation when present invention is connected with inclinometer pipe.
Fig. 8 is the structural representation after the present invention is connected with inclinometer pipe.
Fig. 9 is the structural representation of the inclinometer pipe practical engineering application of the present invention.
Drawing reference numeral explanation:Cylinder 10;Fin 11;Rectangular tab 12;Tapping screw 13;Fixed end plate 20;Through hole 21;Pin 22;Inclinometer pipe 30;The inclinometer pipe 31 of ground;Inclinometer pipe 32 in concrete;Conduit 33;Concrete 40.
Embodiment
For the benefit of to the understanding of the present invention, illustrated below in conjunction with drawings and Examples.
Refer to Fig. 1 to Fig. 9, the present invention provides a kind of inclinometer pipe inner section and reinforces attachment means, for by two sections of deviational surveys Pipe connects, and it includes cylinder 10 and fixed end plate 20.Wherein:
As shown in Fig. 3, Fig. 4, Fig. 5 and Fig. 7, the mode inserted within the cylinder 10 connects inclinometer pipe 30, inclinometer pipe 30 Inwall is provided with conduit 33, and the outer wall of cylinder 10 is formed with fin 11, and fin 11 is to go out to be formed at outside by the inwall of cylinder 10 is recessed outwardly The hollow vertical bar rib-like structure of wall, make the inwall of cylinder 10 correspond to the fin 11 of outer wall and form linear groove structure, cylinder 10 is logical Cross its fin 11 to match with the bumps of conduit 33 of inclinometer pipe 30, to make cylinder 10 un-rotatably be inserted in inside inclinometer pipe 30; Wherein, the wide cut of fin 11 is slightly less than conduit 33.
Further, the fin 11 the outer wall of cylinder 10 distributing position and conduit 33 the inwall of inclinometer pipe 30 distribution Position consistency, and because the girth of the external wall cross-section of cylinder 10 is equal to the girth of the inwall inner section of inclinometer pipe 30, therefore work as cylinder 10 When connecting inclinometer pipe 30, the part that fin 11 protrudes is just concavo-convex corresponding with conduit 33, cylinder is connected deviational survey relatively stablely Pipe 30.
In one embodiment of the present of invention, the quantity Ke Wei tetra- of fin 11, it is uniformly arranged on the outer wall of cylinder 10, but This is not limited to, can be adjusted according to actual conditions demand.
In an alternative embodiment of the invention, between 0.3mm~0.5mm, length is not less than the wall thickness of cylinder 10 300mm, width is not less than 200mm, but is not limited to this, can be adjusted according to actual conditions demand.
As shown in Figure 2 and Figure 5, in another embodiment of the present invention, cylinder 10 can be by being pre-machined in the upper shape of one side Curl to be formed into the rectangular tab 12 for there are hollow rib structures, processing is simple, and cost is cheap, and rectangular tab 12 is curled afterwards originally Body has certain tension force, and the tension force makes cylinder 10 be fixed in inclinometer pipe 30, but is not limited to this, can be according to actual conditions need Ask adjustment.Specifically, the rectangular tab 12 is to be processed to be formed by stainless steel thin slice.
As shown in figures 1 and 3, the fixed end plate 20 is sheathed on outside cylinder 10, and the center of fixed end plate 20 offers a circular hole, The cylinder 10 passes through the circular hole, and is fixed with fixed end plate 20, and through hole is offered between the edge of circular hole and fixed end plate 20 21, to wear pin 22 so that fixed end plate 20 and cylinder 10 are fixedly installed on concrete 40, wherein, the quantity of through hole 21 can For four, and it is evenly arranged in the circular.
In one embodiment of the present of invention, the shape of the circular hole is consistent with the outer wall of cylinder 10, is formed with and fin The straight trough of 11 concavo-convex matchings, the shape of the circular hole can be cut by line cutting technology to be formed, but is not limited to this, can basis Actual conditions demand adjusts.
In one embodiment of the present of invention, fixed end plate 20 can be external diameter 1000mm annular anchor end plate, but not It is limited to this, can be adjusted according to actual conditions demand.Further, the fixed end plate 20 is fixedly arranged on outside cylinder 10 by welding.
As shown in Fig. 5, Fig. 6, Fig. 7, Fig. 8 and Fig. 9, inclinometer pipe inner section of the present invention reinforces the installation of attachment means, by cylinder The insertion of body 10 certain depth in the inclinometer pipe 30 to be continued of root fracture, and exposed certain length together in concrete 40.Cylinder Fin 11 on body 10 is engaged with the position consistency of conduit 33 of the inwall of inclinometer pipe 30 so as to be formed, after being curled together with rectangular tab 20 Own tension, cylinder 10 is fixed in inclinometer pipe.The present invention will be intervened in the same way positioned at the inclinometer pipe 31 of ground Inclinometer pipe inner section reinforces the exposed parts of attachment means, so as to reach the inclinometer pipe 32 in concrete 40 with being located at ground On inclinometer pipe 31 effectively connect;Afterwards, will be consolidated using tapping screw 13 positioned at the inclinometer pipe 31 of ground with cylinder 10 Get up calmly, ensure its bonding strength.Finally, fixed end plate 20 is fixed on by ground by through hole 21 with pin 22, effectively stably Inclinometer pipe 30 is protected, and then ensures to be normally carried out building analyte detection.
The present invention is described in detail above in association with drawings and Examples, those skilled in the art can basis Described above makes many variations example to the present invention.Thus, some details in embodiment should not form limitation of the invention, The present invention will be used as protection scope of the present invention using the scope that appended claims define.

Claims (10)

1. a kind of inclinometer pipe inner section reinforces attachment means, it is characterised in that the reinforcing attachment means include:
Cylinder, the cylinder body outer wall are provided with fin;
Fixed end plate, the fixed end plate is outside the cylinder, and the solid end plate central offers a circular hole, and the cylinder passes through The circular hole is simultaneously fixed with the fixed end plate.
2. inclinometer pipe inner section according to claim 1 reinforces attachment means, it is characterised in that the fixed end plate is in described Circular offers the through hole for wearing pin.
3. inclinometer pipe inner section according to claim 1 reinforces attachment means, it is characterised in that the cylinder with it is described solid End plate is mutually perpendicular to.
4. inclinometer pipe inner section according to claim 1 reinforces attachment means, it is characterised in that the fin is by cylinder Inwall is recessed outwardly to be gone out to be formed at the hollow vertical bar rib-like structure of outer wall, is made the cylinder inboard wall correspond to the fin of outer wall and is formed straight line Shape groove structure.
5. inclinometer pipe inner section according to claim 1 reinforces attachment means, it is characterised in that the cylinder is by pre-add Work curls to be formed in the rectangular tab formed with hollow rib structures in one side.
6. inclinometer pipe inner section according to claim 1 reinforces attachment means, it is characterised in that the cylinder cross section Girth is equal to the girth of the inclinometer pipe inner section inwall.
A kind of 7. inclinometer pipe hardened system, it is characterised in that including:
Inclinometer pipe, the inwall of the inclinometer pipe axially arranged have conduit along its;
Inclinometer pipe inner section as any one of claim 1 to 6 reinforces attachment means, and the cylinder of described device is placed through Inside the inclinometer pipe, the cylinder is matched by its fin with the conduit bumps of the inclinometer pipe, and the fixed end plate is located at In the open top of the inclinometer pipe.
8. inclinometer pipe inner section according to claim 7 reinforces attachment means, it is characterised in that the fixed end plate is in described Circular offers through hole, and the through hole is used to wear pin, with the fixation inclinometer pipe inner section reinforce attachment means in On the mounting surface of the inclinometer pipe.
9. a kind of inclinometer pipe reinforcement means, it is characterised in that include the step of methods described:
A., the inclinometer pipe that inwall is arranged with channel structure vertically is provided;
B., the cylinder that outer wall is convexly equipped with rib structures vertically is provided;
C. the cylinder is placed through inside the inclinometer pipe, and the fin is matched with groove bumps, with to described Inclinometer pipe plays reinforcement effect.
10. inclinometer pipe reinforcement means according to claim 9, it is characterised in that be also nested with and be installed with outside the cylinder Fixed end plate;The step of methods described, includes:
A. when the inclinometer pipe is blocked along the neat root of earth's surface, the fin of the lower half of the cylinder is blocked into inclinometer pipe with described The concavo-convex matching of conduit, to make the cylinder be placed through inside the inclinometer pipe;
B., another inclinometer pipe is provided, makes the inclinometer pipe be placed on the first half of the cylinder, and make the first half of the cylinder Fin and another inclinometer pipe conduit it is concavo-convex match, to reinforce the inclinometer pipe and two inclinometer pipes of connection.
CN201710707690.8A 2017-08-17 2017-08-17 Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method Pending CN107476356A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710707690.8A CN107476356A (en) 2017-08-17 2017-08-17 Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710707690.8A CN107476356A (en) 2017-08-17 2017-08-17 Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method

Publications (1)

Publication Number Publication Date
CN107476356A true CN107476356A (en) 2017-12-15

Family

ID=60600926

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710707690.8A Pending CN107476356A (en) 2017-08-17 2017-08-17 Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method

Country Status (1)

Country Link
CN (1) CN107476356A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112923881A (en) * 2021-01-08 2021-06-08 常州天姆智能科技有限公司 Zero-angle rotating telescopic arm for intelligent foundation pit detection

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006023264A (en) * 2004-07-05 2006-01-26 Sogo Keisoku Kk Vertical/horizontal displacement measuring apparatus for each layer in the ground
CN201588231U (en) * 2010-01-14 2010-09-22 葛洲坝集团试验检测有限公司 Inclinometry and sedimentation tube joint protector
CN105201026A (en) * 2015-10-23 2015-12-30 沈阳建筑大学 Device for connecting inclinometer pipe broken from root part
CN105350509A (en) * 2015-10-10 2016-02-24 机械工业勘察设计研究院有限公司 Filing layered sedimentation monitoring device and method
CN205296137U (en) * 2016-01-15 2016-06-08 马登方 Novel small -size cement stake of highway engineering

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006023264A (en) * 2004-07-05 2006-01-26 Sogo Keisoku Kk Vertical/horizontal displacement measuring apparatus for each layer in the ground
CN201588231U (en) * 2010-01-14 2010-09-22 葛洲坝集团试验检测有限公司 Inclinometry and sedimentation tube joint protector
CN105350509A (en) * 2015-10-10 2016-02-24 机械工业勘察设计研究院有限公司 Filing layered sedimentation monitoring device and method
CN105201026A (en) * 2015-10-23 2015-12-30 沈阳建筑大学 Device for connecting inclinometer pipe broken from root part
CN205296137U (en) * 2016-01-15 2016-06-08 马登方 Novel small -size cement stake of highway engineering

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112923881A (en) * 2021-01-08 2021-06-08 常州天姆智能科技有限公司 Zero-angle rotating telescopic arm for intelligent foundation pit detection

Similar Documents

Publication Publication Date Title
CN105040717B (en) Foundation bolt fixing support and installation method
CN106168054A (en) Connecting structure with dry shaped connecting piece precast shear wall plate and construction method thereof
CN112900450A (en) Rotary drilling and full-rotation combined back-inserting method positioning method for steel pipe structure pile by reverse construction method
CN108316290B (en) One-column one-pile structure without bearing platform and construction method thereof
CN108868820A (en) A kind of soft soil foundation shield tunnel subsidence control structure and application method
KR101618723B1 (en) Reinforcing structure of the steel pipe for the retaining CIP wall
CN107476356A (en) Inclinometer pipe inner section reinforces attachment means and inclinometer pipe hardened system and its method
US20140301791A1 (en) Telescopic Foundation Screw Pile with Continuously Tapered Pile Body
CN106013763A (en) Flat iron fastener type external scaffold wall connecting piece
KR20130133964A (en) Reinforcing structure for phc pipe head
CN104831832A (en) Assembly type shearing wall structure and mounting method thereof
KR101965406B1 (en) Nail assembly and construction method of nail using the same
CN205503041U (en) Guider is right in drilling
CN211850031U (en) Installation device for concrete wall pre-buried support channel
CN113818915B (en) Device and method for resisting steel arch centering settlement of weak surrounding rock tunnel
KR101663374B1 (en) Streetlight Foundation Structure
CN212718427U (en) Line pipe connection fixer
JP6609880B2 (en) Underground heat exchanger burying method inside steel pipe pile
CN108166488A (en) A kind of built pile of ground foundation engineering and preparation method thereof
CN113235640A (en) Steel pipe group pile vibration piling method and positioning tool
CN209067221U (en) A kind of soft soil foundation shield tunnel subsidence control structure
KR101217488B1 (en) Extension structure of pile foundation
KR20100138455A (en) Block for backfilling and method backfilling by that
CN110629889A (en) Installation device for channel of pre-buried bracket of concrete wall and use method of installation device
JP2017057616A (en) Steel pipe concrete composite pile, its manufacturing method and pile head processing method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20171215

RJ01 Rejection of invention patent application after publication