CN107916943A - External member that shield segment assembling constructs and tenon formula is located by connecting - Google Patents

External member that shield segment assembling constructs and tenon formula is located by connecting Download PDF

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Publication number
CN107916943A
CN107916943A CN201711312564.9A CN201711312564A CN107916943A CN 107916943 A CN107916943 A CN 107916943A CN 201711312564 A CN201711312564 A CN 201711312564A CN 107916943 A CN107916943 A CN 107916943A
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CN
China
Prior art keywords
jurisdiction
section
straight line
sleeve
tenon formula
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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.)
Granted
Application number
CN201711312564.9A
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Chinese (zh)
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CN107916943B (en
Inventor
易丹
林刚
牟锐
李学军
陈健生
朱宏海
喻波
张小强
文鹏飞
甄文战
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SICHUAN MAITIELONG SCIENCE & TECHNOLOGY Co Ltd
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SICHUAN MAITIELONG SCIENCE & TECHNOLOGY Co Ltd
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Priority to CN201711312564.9A priority Critical patent/CN107916943B/en
Publication of CN107916943A publication Critical patent/CN107916943A/en
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Publication of CN107916943B publication Critical patent/CN107916943B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/08Lining with building materials with preformed concrete slabs
    • E21D11/083Methods or devices for joining adjacent concrete segments

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

External member that shield segment assembling constructs and tenon formula is located by connecting, to effectively reduce the weakening effect that section of jurisdiction connection requirement brings pipe of concrete chip architecture, increase assembling convenience and lifting operation security, and the guarantee tunnel molding effect that energy is good.Shield segment assembling construction includes being correspondingly arranged the location notch hole to be extended internally by seam end face on section of jurisdiction one, the section of jurisdiction two of seam both sides, section of jurisdiction one, section of jurisdiction two, and in setting hand hole in adjacent inner wall, the straight line duct towards location notch hole rear portion is set in hand hole.The tenon formula external member that is located by connecting includes:Tenon formula positioning link, insertion section of jurisdiction one, in two corresponding location notch hole of section of jurisdiction, both sides rear portion has its axis sleeve consistent with straight line duct axis;Straight line connector, has straight-bar and clamp nut, and straight-bar is inserted into by straight line duct and is acted on homonymy sleeve connection, the clamp nut of end on hand hole bottom surface.

Description

External member that shield segment assembling constructs and tenon formula is located by connecting
Technical field
The present invention relates to shield tunnel engineering, more particularly to shield segment assembling construction and connectivity kit device.
Background technology
The bolt connection that generally use has certain rigidity between shield tunnel prefabricated pipe section lining cutting is more commonly used at present Have straight bolt, oblique bolt and several forms of curved bolt.
It is straight to be bolted that form is simple, and stress system is clear, but its assembly space is more demanding, to tunnel segment structure especially The weakening of reinforced concrete segment structure is larger, whether difficult by the way of big hand hole or by the way of preset stud It is larger to overcome the shortcomings of to weaken structure partial;Oblique bolt forms certain angle with segment joint, and stress system is unintelligible, though Weakening so to tunnel segment structure is relatively small, but needs pre-buried threaded sleeve, its durability, yields and assembling convenience are difficult to simultaneous Care for, do not applied to when section of jurisdiction wall thickness is smaller especially;Curved bolt preferably combines the advantages of straight bolt and oblique bolt, durability, Stress system, weaken structure, assemble complexity etc. more equilibrium, but with the change of China's shield tunnel construction demand Change the development with Shield-type machinery technology, in major diameter, big piecemeal section of jurisdiction, weakening of the curved bolt hand hole to structure is still larger, And large area is distributed in the bolt hand hole of section of jurisdiction intrados and makes troubles to the design and use of vacuum cup.
Meanwhile as the experience of China's shield tunnel engineering construction for many years and lesson are summarized, shield duct piece faulting of slab ends, Cheng Yuan Negative effect caused by the assembling quality problems such as degree, leak is more prominent, to solve this problem, has done different type in the industry Trial, research and design gone out miscellaneous positioner or structure construction.Positioner or connect used by domestic at present The rebate construction in seam face, exists and section of jurisdiction template is required high, it is necessary to perforate be repeated to tunnel segment structure outside bolt hole, to pipe To lifting tunnel cyclization mass effect unobvious while chip architecture weakens big, pipe sheet assembling difficulty is big, and easily to section of jurisdiction Structure causes the problems such as secondary dominant or recessive infringement.
To solve the above problems, study and propose that a kind of durability is reliable, assembling is convenient, it is smaller that tunnel segment structure is weakened, Ensure to improve the section of jurisdiction connection of hoisting safety while stress system is clear, tunnel Forming Quality is excellent again and position to solve Scheme is to adapt to China's shield method state-of-the-art and beneficial to its.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of shield segment assembling construction, to effectively reduce section of jurisdiction connection The weakening effect that demand brings pipe of concrete chip architecture, increase assembling convenience and lifting operation security, and can be good Ensure tunnel molding effect.
Technical solution is as follows used by the present invention solves above technical problem:
The shield segment assembling construction of the present invention, including positioned at the section of jurisdiction one of seam both sides, section of jurisdiction two, it is characterized in that:Institute State section of jurisdiction one, be correspondingly arranged the location notch hole to be extended internally by seam end face on section of jurisdiction two, in setting hand hole, hand in adjacent inner wall Straight line duct towards location notch hole rear portion is set in hole.
Another technical problem to be solved by this invention is to provide a kind of tenon formula for above-mentioned shield segment assembling construction Be located by connecting external member, effectively to strengthen shield duct piece connector durability and reliability, improves construction efficiency.
It is as follows that the present invention solves the technical solution that the technical problem is taken:
The tenon formula that the present invention is used for shield segment assembling construction is located by connecting external member, it is characterized in that it includes:Tenon formula positions Connector, insertion section of jurisdiction one, in two corresponding location notch hole of section of jurisdiction, both sides rear portion has its axis and straight line duct axis phase one The sleeve of cause;Straight line connector, has straight-bar and a clamp nut, straight-bar be inserted into by straight line duct and with homonymy sleeve connection, end The clamp nut at end is acted on hand hole bottom surface.
The tenon formula positioning link is made of connecting rod, sleeve and flexible body, and sleeve is fixedly connected on the longitudinal direction two of connecting rod End, sleeve, connection rod set zoarium are embedded in flexible body, and sleeve arrival end is exposed on flexible body.
The invention has the advantages that stress system is clear, durability is reliable, assembling facility;By tenon formula positioning link Positioning-shear structure body is cooperatively formed with straight line connector so that the Forming Quality in tunnel is more guaranteed, further strengthens The waterproof quality in tunnel;Whole linked system is without pre-buried primary structure member, and the durability of its integrated connection is easily in flexible body Protection under more preferably ensured;Straight line connector is easy for installation, and substantially reduces tunnel segment structure inner surface perforate, thus may be used The adsorbable area of vacuum cup is greatly increased, the security of lifting operation can be effectively improved;For single positioner, Positioner and connector are formed one by the present invention, are more easy to judge the installation situation of positioner at the scene when operating, and are ensured Positioner is installed in place, and jerry possibility is avoided from source;Also, the more oblique spiral shell of calculation of this connectivity kit Bolt is more directly perceived and is easy to judge, is easy to promote and apply in the design.
Brief description of the drawings
This specification includes following five width attached drawing:
Fig. 1 is that shield segment assembling of the present invention construction and tenon formula are located by connecting the assembling schematic diagram of external member;
Fig. 2 is the schematic diagram of invention shield segment assembling construction;
Fig. 3 is that tenon formula of the present invention is located by connecting the structure diagram of tenon formula positioning link in external member;
Fig. 4 is that tenon formula of the present invention is located by connecting the sectional drawing of tenon positioning link in external member;
Fig. 5 is that tenon formula of the present invention is located by connecting the structure diagram of external member cathetus connector.
Component and corresponding mark are shown in figure:One A of section of jurisdiction, two B of section of jurisdiction, seam C, hand hole D, straight line duct 11, positioning Slot 12, tenon formula positioning link 20, connecting rod 21, sleeve 22, flexible body 23, straight line connector 30, straight-bar 31, clamp nut 32。
Embodiment
The present invention is further described with reference to the accompanying drawings and examples.
With reference to Fig. 2, shield segment assembling of the invention construction, including one A of section of jurisdiction, two B of section of jurisdiction positioned at seam C both sides, The location notch hole 12 to be extended internally by seam end face is correspondingly arranged on one A of section of jurisdiction, two B of section of jurisdiction, in being set in adjacent inner wall Straight line duct 11 towards 12 rear portion of location notch hole is set in hand hole D, hand hole D.
Referring to Figures 1 and 2, the tenon formula of the invention external member that is located by connecting includes:Tenon formula positioning link 20, is inserted into section of jurisdiction one A, in the corresponding location notch holes 12 of two B of section of jurisdiction, both sides rear portion has its axis sleeve 22 consistent with 11 axis of straight line duct; Straight line connector 30, has straight-bar 31 and clamp nut 32, and straight-bar 31 is inserted into by straight line duct 11 to be connected with 22 screw thread of homonymy sleeve Connect, the clamp nut 32 of end is acted on hand hole D bottom surfaces.
With reference to Fig. 3 and Fig. 4, the tenon formula positioning link 20 is made of connecting rod 21, sleeve 22 and flexible body 23, sleeve 22 Longitudinal both ends of connecting rod 21 are fixedly connected on, sleeve 22,21 assembly of connecting rod are embedded in flexible body 23, expose on flexible body 23 22 arrival end of sleeve.
With reference to Fig. 1, positioning-shear structure body is cooperatively formed by tenon formula positioning link 20 and straight line connector 30, So that the Forming Quality in tunnel is more guaranteed, the waterproof quality in tunnel is further enhanced.Whole linked system is without pre-buried stress Component, and the durability of its integrated connection is easily more preferably ensured under the protection of flexible body 23, and stress system is clear, it is resistance to Long property is reliable, assembling facility.Straight line connector 30 is easy for installation, and substantially reduces tunnel segment structure inner surface perforate, can make true The adsorbable area of suction disk greatly increases, and can effectively improve the security of lifting operation.For single positioner, this hair It is bright that positioner and connector are formed into one, it is more easy to judge the installation situation of positioner at the scene when operating, ensures positioning Device is installed in place, and jerry possibility is avoided from source.This tenon formula is located by connecting the more oblique spiral shell of calculation of external member Bolt is more directly perceived and is easy to judge, is easy to promote and apply in the design.
With reference to Fig. 1, Fig. 2 and Fig. 3, the flexible body 23, the section of location notch hole 12 are adapted, and cross sectional shape can be more Side shape, arc and all kinds of abnormity.The flexible body 23 should possess the requirement such as required strength and stiffness and anti-corrosion, can use macromolecule Material.With reference to Fig. 5, structure straight-bar 31, clamp nut 32 in the straight line connector 30 can use entirety or split, can Using metalwork component or meet the non-metallic member of performance requirement.
With reference to Fig. 1, Fig. 3 and Fig. 5, the connection of the straight-bar 31 and sleeve 22 can use screw thread or other spinner modes.
With reference to Fig. 1, specific mounting means of the invention is:After one A of section of jurisdiction installations are in place, by tenon formula at its seam C 20 side of positioning link is inserted into its location notch hole 12, then installs two B of section of jurisdiction along the opposite side of tenon formula positioning link 20, by Tenon formula positioning link 20 positions one A of section of jurisdiction, installation two B of section of jurisdiction, is inserted into straight-bar 31 in hand hole D at two respectively, directly 31 front external thread section of bar screws in 22 internal thread segment certain distance of sleeve, and clamp nut 32 is finally installed at hand hole D and is locked.
Some for external member that the shield segment assembling of the present invention described above that simply explains through diagrams constructs and tenon formula is located by connecting Principle, be not intended to by the present invention be confined to shown in and the concrete structure and the scope of application in, therefore it is every be possible to by The corresponding modification utilized and equivalent, belong to the apllied the scope of the claims of the present invention.

Claims (4)

1. shield segment assembling constructs, including positioned at the section of jurisdiction one (A) of seam (C) both sides, section of jurisdiction two (B), it is characterized in that:It is described The location notch hole (12) to be extended internally by seam end face is correspondingly arranged on section of jurisdiction one (A), section of jurisdiction two (B), in being set in adjacent inner wall Hand hole (D) is put, the straight line duct (11) towards location notch hole (12) rear portion is set in hand hole (D).
The external member 2. the tenon formula for shield segment assembling as claimed in claim 1 construction is located by connecting, it is characterized in that it includes:Tenon Formula positioning link (20), insertion section of jurisdiction one (A), section of jurisdiction two (B) corresponding location notch hole (12) are interior, and both sides rear portion has its axis The line sleeve (22) consistent with straight line duct (11) axis;Straight line connector (30), has straight-bar (31) and clamp nut (32), straight-bar (31) is inserted into by straight line duct (11) and is threadedly coupled with homonymy sleeve (22), and the clamp nut (32) of end is made For hand hole (D) bottom surface.
The external member 3. tenon formula as claimed in claim 2 is located by connecting, it is characterized in that:The tenon formula positioning link (20) is by connecting rod (21), sleeve (22) and flexible body (23) are formed, and sleeve (22) is fixedly connected on longitudinal both ends of connecting rod (21), sleeve (22), Connecting rod (21) assembly is embedded in flexible body (23), and sleeve (22) arrival end is exposed on flexible body (23).
The external member 4. tenon formula as claimed in claim 2 is located by connecting, it is characterized in that:The straight-bar (31) and the connection of sleeve (22) are adopted With screw thread or other spinner modes.
CN201711312564.9A 2017-12-12 2017-12-12 Shield segment assembling structure Active CN107916943B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711312564.9A CN107916943B (en) 2017-12-12 2017-12-12 Shield segment assembling structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711312564.9A CN107916943B (en) 2017-12-12 2017-12-12 Shield segment assembling structure

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CN107916943A true CN107916943A (en) 2018-04-17
CN107916943B CN107916943B (en) 2024-06-28

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109944604A (en) * 2019-03-28 2019-06-28 中铁二院工程集团有限责任公司 A kind of section of jurisdiction bayonet joint construction
CN110242351A (en) * 2019-05-30 2019-09-17 上海工程技术大学 A kind of tunnel structure rotational angle of joint displacement sensing device

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002147182A (en) * 2000-11-14 2002-05-22 Penta Ocean Constr Co Ltd Structure for preventing dropout of assembling bolt for segment equipped with tenon
CN204002796U (en) * 2014-05-30 2014-12-10 中交第二航务工程局有限公司 Shield launching steel is born ring structure
CN204899937U (en) * 2015-08-12 2015-12-23 河海大学 Seam mosaic structure of underground shield tunnel lining segment
CN206092010U (en) * 2016-09-08 2017-04-12 中国神华能源股份有限公司 Section of jurisdiction connects
CN206360706U (en) * 2016-11-24 2017-07-28 同济大学 A kind of screwed joint attachment structure being used between extra-large shield-driven tunnel section of jurisdiction
CN107013230A (en) * 2017-03-21 2017-08-04 中铁二院工程集团有限责任公司 Large diameter shield tunnel concrete pipe sheet connecting structure
CN107060816A (en) * 2017-05-23 2017-08-18 中铁第四勘察设计院集团有限公司 A kind of attachment structure suitable for tunnel duct piece longitudinal joint
CN208073509U (en) * 2017-12-12 2018-11-09 四川迈铁龙科技有限公司 External member that shield segment assembling constructs and tenon formula is located by connecting

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002147182A (en) * 2000-11-14 2002-05-22 Penta Ocean Constr Co Ltd Structure for preventing dropout of assembling bolt for segment equipped with tenon
CN204002796U (en) * 2014-05-30 2014-12-10 中交第二航务工程局有限公司 Shield launching steel is born ring structure
CN204899937U (en) * 2015-08-12 2015-12-23 河海大学 Seam mosaic structure of underground shield tunnel lining segment
CN206092010U (en) * 2016-09-08 2017-04-12 中国神华能源股份有限公司 Section of jurisdiction connects
CN206360706U (en) * 2016-11-24 2017-07-28 同济大学 A kind of screwed joint attachment structure being used between extra-large shield-driven tunnel section of jurisdiction
CN107013230A (en) * 2017-03-21 2017-08-04 中铁二院工程集团有限责任公司 Large diameter shield tunnel concrete pipe sheet connecting structure
CN107060816A (en) * 2017-05-23 2017-08-18 中铁第四勘察设计院集团有限公司 A kind of attachment structure suitable for tunnel duct piece longitudinal joint
CN208073509U (en) * 2017-12-12 2018-11-09 四川迈铁龙科技有限公司 External member that shield segment assembling constructs and tenon formula is located by connecting

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109944604A (en) * 2019-03-28 2019-06-28 中铁二院工程集团有限责任公司 A kind of section of jurisdiction bayonet joint construction
CN109944604B (en) * 2019-03-28 2024-05-28 中铁二院工程集团有限责任公司 Duct piece socket type connection structure
CN110242351A (en) * 2019-05-30 2019-09-17 上海工程技术大学 A kind of tunnel structure rotational angle of joint displacement sensing device

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