CN110258530A - A kind of diaphram wall and its construction method using fore shaft pipe fitting - Google Patents

A kind of diaphram wall and its construction method using fore shaft pipe fitting Download PDF

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Publication number
CN110258530A
CN110258530A CN201910482617.4A CN201910482617A CN110258530A CN 110258530 A CN110258530 A CN 110258530A CN 201910482617 A CN201910482617 A CN 201910482617A CN 110258530 A CN110258530 A CN 110258530A
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CN
China
Prior art keywords
continuous
pipe fitting
fore shaft
shaft pipe
panels
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
CN201910482617.4A
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Chinese (zh)
Inventor
王欢
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.)
Guangzhou Sui Shi Civil Polytron Technologies Inc
Original Assignee
Guangzhou Sui Shi Civil Polytron Technologies Inc
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 Guangzhou Sui Shi Civil Polytron Technologies Inc filed Critical Guangzhou Sui Shi Civil Polytron Technologies Inc
Priority to CN201910482617.4A priority Critical patent/CN110258530A/en
Publication of CN110258530A publication Critical patent/CN110258530A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/20Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ

Abstract

The invention discloses a kind of diaphram walls using fore shaft pipe fitting, including the first continuous wall, the two sides of the first continuous wall are equipped with thickening solid side panels, the second fore shaft pipe fitting is provided in the middle part of the thickening solid side panels, the both lateral sides for thickening solid side panels are provided with the first fore shaft pipe fitting, the side of the first continuous wall is equipped with the continuous wall of third, and the side both ends of the continuous wall of third are equipped with second and inlay convex pipe.The two sides of the continuous wall of of the invention first are equipped with thickening solid side panels, the middle part vertical direction for thickening solid side panels is provided with the second fore shaft pipe fitting, the two sides lateral position for thickening solid side panels is provided with the first fore shaft pipe fitting, wallboard is facilitated vertically to splice by the second fore shaft pipe fitting, and the horizontally-spliced of wall is facilitated by the first fore shaft pipe fitting, such design increases the diversity of wall splicing, is easy to use.

Description

A kind of diaphram wall and its construction method using fore shaft pipe fitting
Technical field
The present invention relates to diaphram wall field, specifically a kind of diaphram wall using fore shaft pipe fitting.
Background technique
Diaphram wall is not that a whole circle disposably pours, and pours be linked to be one by one, be not between piece and piece It flushes, is that circular arc bumps connect.Gravy with meat or vegetables poured over rice or noodles a piece of wall when, to reserve circular arc concave surface, thus be put into pipe (formed it is identical as caliber Concave surface), just be junction block, after having poured head piece, to pull out, after being placed on to be poured second, locking notch pipe is foundation pit enclosure knot When structure uses diaphram wall, a kind of type of attachment between two wall width, locking notch pipe belongs to flexible connection;In addition there are also rigidity Connection, for example I-shaped steel joint, diaphram wall are formed by many wall section spelling groups, to keep continuously constructing between wall section, are connect Head uses locking notch pipe technique, i.e., before slot section concrete is perfused, a pre-inserted diameter and the equal steel of groove width in the end of slot section Pipe, i.e. locking notch pipe extract steel pipe after concrete initial set slowly, so that end is formed half blind mortise shape and connect shape.Then lower secondary ground wall The tang of steel reinforcement cage puts down linking, and then with regard to two width wall just forms an entirety to casting concrete.
There are many shortcomings for the diaphram wall of current stage, for example, it is single to splice and combine mode, can not carry out It is multidirectional to splice and combine.
Summary of the invention
It is in the prior art to solve the purpose of the present invention is to provide a kind of diaphram wall using fore shaft pipe fitting It is single to splice and combine mode, can not carry out multidirectional splicing and combining problem.
To achieve the above object, the invention provides the following technical scheme: a kind of diaphram wall using fore shaft pipe fitting, Including the first continuous wall, the two sides of the first continuous wall are equipped with thickening solid side panels, the thickening solid side panels Middle part is provided with the second fore shaft pipe fitting, and the both lateral sides for thickening solid side panels are provided with the first fore shaft pipe fitting, described The inside of first continuous wall is equipped with muscle cage, is equipped with the second continuous wall above the first continuous wall, and described One end two sides of two continuous walls are equipped with first and inlay convex pipe, and the side of the first continuous wall is equipped with third diaphragm wall Body, the side both ends of the continuous wall of third are equipped with second and inlay convex pipe.
Preferably, described first inlays convex pipe and the installation of the second fore shaft pipe fitting face, and first inlays convex pipe and second Fore shaft pipe fitting inlays connection.
Preferably, described second inlays convex pipe and the installation of the first fore shaft pipe fitting face, and second inlays convex pipe and first Fore shaft pipe fitting inlays connection.
Preferably, the second fore shaft pipe fitting, which is vertically arranged in, thickeies in solid side panels, and the first fore shaft pipe fitting is horizontal To setting on thickening solid side panels.
Preferably, the described first continuous wall, the second continuous wall are identical with the geomery of the continuous wall of third, and the One continuous wall, the second continuous wall and the continuous wall of third passes through concrete and steel reinforcement cage is fabricated.
Compared with prior art, the beneficial effects of the present invention are: the two sides of the first continuous wall of the invention be equipped with plus Thick solid side panels are provided with the second fore shaft pipe fitting in the middle part vertical direction for thickening solid side panels, are thickening solid side panels Two sides lateral position is provided with the first fore shaft pipe fitting, facilitates wallboard vertically to splice by the second fore shaft pipe fitting, and pass through First fore shaft pipe fitting facilitates the horizontally-spliced of wall, and such design increases the diversity of wall splicing, is easy to use.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the side view of thickening solid side panels of the invention.
Fig. 3 is the top view of the first continuous wall of the invention.
Fig. 4 splices and combines structural schematic diagram for of the invention.
In figure: 1, the first fore shaft pipe fitting;2, solid side panels are thickeied;3, the first continuous wall;4, steel reinforcement cage;5, the second lock Mouth pipe fitting;6, the second continuous wall;7, first inlays convex pipe;8, second inlays convex pipe;9, the continuous wall of third.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1~4, in the embodiment of the present invention, a kind of diaphram wall using fore shaft pipe fitting, including first connect Continuous wall 3, the two sides of the first continuous wall 3, which are equipped with, thickeies solid side panels 2, thickeies solid side panels 2 and the first locking notch pipe is facilitated to connect First 1 and second fore shaft pipe fitting 5 setting, the middle part for thickening solid side panels 2 is provided with the second fore shaft pipe fitting 5, thickeies solid The both lateral sides of side plate 2 are provided with the first fore shaft pipe fitting 1, and the inside of the first continuous wall 3 is equipped with steel reinforcement cage 4, steel reinforcement cage 4 Second continuous wall 6, one end two sides of the second continuous wall 6 are installed for the top to wall-panels supports, the first continuous wall 3 It is equipped with first and inlays convex pipe 7, first, which inlays convex pipe 7, facilitates the second continuous wall 6 to splice and combine with the first continuous wall 3, the One, which inlays convex pipe 7 and 5 face of the second fore shaft pipe fitting, installs, and first inlays convex pipe 7 and the second fore shaft pipe fitting 5 inlays company It connects, the second fore shaft pipe fitting 5, which is vertically arranged in, to be thickeied in solid side panels 2, and the first fore shaft pipe fitting 1 is horizontally installed on thickening in fact On heart side plate 2, the side of the first continuous wall 3 is equipped with the continuous wall 9 of third, the side both ends installation of the continuous wall 9 of third There is second to inlay convex pipe 8, second, which inlays convex pipe 8, is used to splice the continuous wall 9 of third in the side of the first continuous wall 3, the Two, which inlay convex pipe 8 and 1 face of the first fore shaft pipe fitting, installs, and second inlays convex pipe 8 and the first fore shaft pipe fitting 1 inlays company It connecing, the first continuous wall 3, the second continuous wall 6 are identical with the geomery of the continuous wall 9 of third, and the first continuous wall 3, Second continuous wall 6 and the continuous wall 9 of third are fabricated by concrete and steel reinforcement cage.
The working principle of the invention is: the equipment passes through the first of its bottom end two sides when in use, by the second continuous wall 6 It inlays convex pipe 7 to be embedded in the second fore shaft pipe fitting 5, the second continuous wall 6 is made to be mounted on the surface of the first continuous wall 3, Convex pipe 8 is inlayed by second to be embedded in the first fore shaft pipe fitting 1, makes the continuous splicing of wall 9 of third the one of the first continuous wall 3 Side is used to be supported the inside of the first continuous wall 3, the second continuous wall 6 and the continuous wall 9 of third by steel reinforcement cage 4.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.

Claims (6)

1. a kind of diaphram wall using fore shaft pipe fitting, including the first continuous wall (3), it is characterised in that: described first The two sides of continuous wall (3), which are equipped with, thickeies solid side panels (2), is provided with the second lock in the middle part of the thickening solid side panels (2) Mouth pipe fitting (5), the both lateral sides for thickening solid side panels (2) are provided with the first fore shaft pipe fitting (1), and described first is continuous The inside of wall (3) is equipped with muscle cage (4), is equipped with the second continuous wall (6), institute above the first continuous wall (3) One end two sides for stating the second continuous wall (6) are equipped with first and inlay convex pipe (7), the side peace of the first continuous wall (3) Equipped with the continuous wall of third (9), the side both ends of the continuous wall of third (9) are equipped with second and inlay convex pipe (8).
2. a kind of diaphram wall using fore shaft pipe fitting according to claim 1, it is characterised in that: first edge Embedding convex pipe (7) and the second fore shaft pipe fitting (5) face are installed, and first inlays convex pipe (7) and inlay with the second fore shaft pipe fitting (5) Connection.
3. a kind of diaphram wall using fore shaft pipe fitting according to claim 1, it is characterised in that: second edge Embedding convex pipe (8) and the first fore shaft pipe fitting (1) face are installed, and second inlays convex pipe (8) and inlay with the first fore shaft pipe fitting (1) Connection.
4. a kind of diaphram wall using fore shaft pipe fitting according to claim 1, it is characterised in that: second lock Mouthful pipe fitting (5), which is vertically arranged in, to be thickeied in solid side panels (2), and the first fore shaft pipe fitting (1) be horizontally installed on thicken it is solid On side plate (2).
5. a kind of diaphram wall using fore shaft pipe fitting according to claim 1, it is characterised in that: described first connects Continuous wall (3), the second continuous wall (6) are identical with the geomery of the continuous wall of third (9), and the first continuous wall (3), the Two continuous walls (6) and the continuous wall of third (9) are fabricated by concrete and steel reinforcement cage.
6. a kind of construction method of any diaphram wall using fore shaft pipe fitting of Claims 1 to 5, feature exist In: the second continuous wall is inlayed into convex pipe by the first of its bottom end two sides and is embedded in the second fore shaft pipe fitting, the second company is made Continuous wall is mounted on the surface of the first continuous wall, inlays convex pipe for second and is embedded in the first fore shaft pipe fitting, makes third Continuous wall splicing in the side of the first continuous wall, by steel reinforcement cage be used to the first continuous wall, the second continuous wall and The inside of the continuous wall of third is supported.
CN201910482617.4A 2019-06-04 2019-06-04 A kind of diaphram wall and its construction method using fore shaft pipe fitting Pending CN110258530A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910482617.4A CN110258530A (en) 2019-06-04 2019-06-04 A kind of diaphram wall and its construction method using fore shaft pipe fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910482617.4A CN110258530A (en) 2019-06-04 2019-06-04 A kind of diaphram wall and its construction method using fore shaft pipe fitting

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CN110258530A true CN110258530A (en) 2019-09-20

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1072821A (en) * 1996-08-30 1998-03-17 Taisei Corp Construction method of permeable continuous underground wall and cage
CN103334422A (en) * 2013-06-26 2013-10-02 中国建筑股份有限公司 Assembled embedded type prefabricated hollow underground continuous wall and construction method thereof
CN105089044A (en) * 2015-08-31 2015-11-25 中国建筑股份有限公司 Horizontal push compaction type prefabricated underground continuous wall system and construction method thereof
CN108193667A (en) * 2018-01-09 2018-06-22 上海应用技术大学 A kind of water proof type spelling dress list three Room thin wall-type continuous underground wall structure of case and construction method
CN207934022U (en) * 2018-02-12 2018-10-02 中国铁路设计集团有限公司 A kind of assembled underground continuous wall
CN208152011U (en) * 2018-05-07 2018-11-27 河南城建学院 Prefabricated prestressed underground continuous wall
CN208309568U (en) * 2018-05-08 2019-01-01 中国铁路设计集团有限公司 A kind of prefabricated assembled ground-connecting-wall structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1072821A (en) * 1996-08-30 1998-03-17 Taisei Corp Construction method of permeable continuous underground wall and cage
CN103334422A (en) * 2013-06-26 2013-10-02 中国建筑股份有限公司 Assembled embedded type prefabricated hollow underground continuous wall and construction method thereof
CN105089044A (en) * 2015-08-31 2015-11-25 中国建筑股份有限公司 Horizontal push compaction type prefabricated underground continuous wall system and construction method thereof
CN108193667A (en) * 2018-01-09 2018-06-22 上海应用技术大学 A kind of water proof type spelling dress list three Room thin wall-type continuous underground wall structure of case and construction method
CN207934022U (en) * 2018-02-12 2018-10-02 中国铁路设计集团有限公司 A kind of assembled underground continuous wall
CN208152011U (en) * 2018-05-07 2018-11-27 河南城建学院 Prefabricated prestressed underground continuous wall
CN208309568U (en) * 2018-05-08 2019-01-01 中国铁路设计集团有限公司 A kind of prefabricated assembled ground-connecting-wall structure

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