CN109680719A - A kind of jigsaw assembled pipe gallery and construction method - Google Patents

A kind of jigsaw assembled pipe gallery and construction method Download PDF

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Publication number
CN109680719A
CN109680719A CN201910136639.5A CN201910136639A CN109680719A CN 109680719 A CN109680719 A CN 109680719A CN 201910136639 A CN201910136639 A CN 201910136639A CN 109680719 A CN109680719 A CN 109680719A
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CN
China
Prior art keywords
bottom plate
top plate
plate
end bay
exterior wall
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Pending
Application number
CN201910136639.5A
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Chinese (zh)
Inventor
陈重
刘峰
杜玉东
陈晖�
李盼到
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Beijing General Municipal Engineering Design and Research Institute Co Ltd
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Beijing General Municipal Engineering Design and Research Institute 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 Beijing General Municipal Engineering Design and Research Institute Co Ltd filed Critical Beijing General Municipal Engineering Design and Research Institute Co Ltd
Priority to CN201910136639.5A priority Critical patent/CN109680719A/en
Publication of CN109680719A publication Critical patent/CN109680719A/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
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

Abstract

A kind of jigsaw assembled pipe gallery, including corridor body, corridor body include multiple concatenation units that prefabricated board is spliced into, concatenation unit be various prefabricated shaped-section plates include end bay bottom plate, in across bottom plate, exterior wall, interior wall, end bay top plate, in across top plate;End bay bottom plate is arranged in across bottom plate docking in multiple;In across between bottom plate, in across vertical interior wall is arranged between bottom plate and end bay bottom plate at abutment joint, in across plate outer side setting exterior wall;End bay bottom plate, in across bottom plate top be arranged corresponding end bay top plate, in across top plate, the outer end of end bay top plate supports and is fixed on exterior wall, in the butt end end across top plate and end bay top plate support and be fixed on interior wall.Its construction procedure are as follows: installation prefabricated panel;Install and fix prefabricated exterior wall and interior wall;Prefabricated top plate is installed;Fixed top plate;Fill top plate abutment joint;Concatenation unit is spliced into corridor body.The present invention, which can solve traditional piping lane, needs that situ wet operation, pollution is big, is unfavorable for industrialized production, technical problem at high cost.

Description

A kind of jigsaw assembled pipe gallery and construction method
Technical field
The present invention relates to a kind of assembled pipe gallery, specifically a kind of jigsaw assembled pipe gallery and construction method.
Background technique
With greatly developing for pipe gallery construction, the construction of pipe gallery is also increasing, currently used integrated pipe Corridor is cast-in-place concrete piping lane, and this all wet constructions of piping lane, live formwork, cast in situs, construction precision is low, construction period It is long, it causes serious pollution to the environment, is unfavorable for industrialization, industrialization production, is disagreed with the developing direction of building industry, in view of current Pipe gallery status is badly in need of a kind of production technology that can be consistent with architectural industrialization developing direction.
In addition traditional cast-in-place concrete piping lane, needs a large amount of construction worker, and recruitment difficulty is increasingly prominent at present, cast-in-place Construction can be increasingly difficult to, jigsaw assembled pipe gallery, and prefabricated ratio is high, component whole industrialized production, reduce manually at This, adapts to the direction of architectural industrialization development.
The patent of Publication No. CN108797637 A discloses a kind of prefabricated board combined cast-in-situ concrete and considers structure and ground Underground pipe gallery construction method, this method is needed since road surface it can be seen from its process, and piling, open cut are cast-in-place to bottom plate, wet Operation causes the construction time still longer, is unfavorable for lightweight, large area operation.
Summary of the invention
In order to overcome the above technical defects and insufficient, the present invention provides a kind of jigsaw assembled pipe gallery and construction party Method, solve traditional cast-in-place concrete piping lane need situ wet operation, pollution is big, be unfavorable for industrialization, industrialization production, manually at This high technical problem.
The invention adopts the following technical scheme:
A kind of jigsaw assembled pipe gallery, the piping lane include corridor body, the corridor body include prefabricated board be spliced into it is more A concatenation unit,
The concatenation unit be various prefabricated shaped-section plates include end bay bottom plate, in across bottom plate, exterior wall, interior wall, end bay top plate, In across top plate;Across bottom plate cross section is set as symmetrical junction of the middle part of plate body in trapezoidal both ends protruding upward for plate in described Structure, it is described in across bottom plate two sides constitute the gap of indent;End bay bottom plate cross section is set as the middle part of plate body in upward convex Trapezoidal both ends out are the structure of plate, and end bay bottom plate two sides constitute the gap of indent, the outer side edges of the end bay bottom plate There is a side enclosing for raising upward and being formed, outer cup mouth is constituted on the inside of the enclosing, in the trapezoidal inside of the end bay bottom plate is constituted Recessed gap;
It is multiple it is described in across bottom plate docking be arranged in ground base, both sides it is described in across plate outer side docking setting side Across bottom plate and the enclosing is located at outside;In described across at the abutment joint between bottom plate two neighboring gap and it is described in Rim of a cup in constituting after two neighboring gap docking at abutment joint across bottom plate and end bay bottom plate, the interior setting of the interior rim of a cup are vertical Upward interior wall, the exterior wall of the interior setting of the outer cup mouth straight up;The end bay bottom plate, in the setting of across bottom plate top it is corresponding The end bay top plate of docking, in across top plate, the outer end of the end bay top plate supports and is fixed on the exterior wall, it is described in across top The butt end end of plate and end bay top plate supports and is fixed on the interior wall;
Setting pea gravel concreten is filled in top plate abutment joint above the interior wall;
The grout hole that both ends are penetrating up and down is set on the end bay top plate, corresponding top is set at the top of the exterior wall and is opened Mouthful grout hole, reinforcing bar pin is arranged in the grout hole alignment at the top of the end bay top plate and exterior wall in the grout hole of alignment Bolt and fixation of being in the milk.
The outer cup mouth and interior rim of a cup cross section are up big and down small isosceles trapezoid.
The exterior wall inside top band bracket one, the bracket one are supported on fixed below end bay top plate outer end;It is described Two sides at the top and bottom of interior wall band bracket two, the bracket two at the top of the interior wall be supported in across top plate and end bay top plate pair Under seam gap or in be arranged in corresponding interior rim of a cup across the bracket two fixed under the butt seam between top plate, bottom and pour Note concrete is fixed.
The more reinforcing ribs being embedded on the inside of panel are arranged along outer profile in each prefabricated shaped-section plate.
Rim of a cup reinforcing rib is arranged in the outer cup mouth and inner cup opening's edge profile in corresponding bottom plate plate face.
The corridor body successively docks splicing by multiple concatenation units, between each concatenation unit, docking it is each The bottom plate and rim of a cup assembly gap and each top plate assembly gap of docking are handled using the pea gravel concreten cementation of fissures, docking The exterior wall or interior wall assembly seam use grouting treatment.
A kind of construction method of jigsaw assembled pipe gallery, comprising the following steps:
1) install prefabricated panel: across bottom plate abutting joint is in the ground base handled well in prefabricated, two sides docking peace Rim is across bottom plate;
2) install and fix prefabricated exterior wall and interior wall: the exterior wall bottom, interior wall bottom bracket two are respectively put into outer cup In mouth and interior rim of a cup, and pea gravel concreten is poured into the outer cup mouth and interior rim of a cup;
3) prefabricated top plate is installed: after the pea gravel concreten in step 2) reaches some strength, at the top of the interior wall Bracket one on bracket two and at the top of exterior wall is installed in prefabricated across top plate and end bay top plate;
4) fixed top plate: grout hole on the end bay top plate and grout hole at the top of exterior wall is inserted into steel after being aligned below Muscle pin, and be in the milk into the gap between the grout hole hole wall and reinforcing bar pin outer wall, the pipe for forming one is solidified to it Corridor;
5) it fills top plate abutment joint: filling pea gravel concreten in the top plate butt seam above the interior wall;
6) concatenation unit is spliced into corridor body: the concatenation unit successively docks splicing, right between each concatenation unit Each bottom plate connect and rim of a cup assembly gap and each top plate assembly gap of docking are handled using the pea gravel concreten cementation of fissures, The exterior wall of docking or interior wall assembly seam use grouting treatment.
Compared with prior art, the beneficial effects of the present invention are: piping lane corridor body uses pure method for prefabricating, each face in the present invention Plate is all made of prefabricated board, factory process, and mass production may be implemented in on-site consolidation, is suitable for any porous, any headroom ruler Very little pipe gallery, size can be with on-demand customizations, and assembly is convenient, and site operation speed is fast, overcomes cast-in-place concrete piping lane and applies The disadvantage of work period length, while improving the construction quality of component.The product is versatile, reliable in quality, and big face may be implemented Product produces and uses, and the speed of application of piping lane can be effectively improved after, realizes industrialized production, economizes on resources, and improves piping lane Build quality.
It is not only applicable to open cut piping lane channel, discarded channel is also applied for and recycles, quickly taken in the channel built up Build piping lane.It can be used for pipe gallery, rainwater box drain, it may also be used for municipal road tunnel.
Detailed description of the invention
Fig. 1 is assembly pipe gallery corridor body cross-sectional configuration schematic diagram of the invention.
Fig. 2 is end bay bottom plate cross-sectional configuration schematic diagram of the present invention.
Fig. 3 is across bottom plate cross-sectional configuration schematic diagram in the present invention.
Fig. 4 is exterior wall cross-sectional configuration schematic diagram of the present invention.
Fig. 5 is interior wall cross-sectional configuration schematic diagram of the present invention.
Fig. 6 is end bay top plate cross-sectional configuration schematic diagram of the present invention.
Fig. 7 is across top plate cross-sectional configuration schematic diagram in the present invention.
Wherein: 1- end bay bottom plate, across bottom plate in 2-, 3- exterior wall, 4- interior wall, 5- end bay top plate, across top plate, 7- grouting in 6- Hole, 8- reinforcing bar pin, 9- bracket one, 10- bracket two, 11- gap, 12- outer cup mouth, rim of a cup in 13-.
Specific embodiment
The following further describes the specific embodiments of the present invention with reference to the drawings.
Following embodiment is only examples made by the present invention to clearly illustrate, and not to the limit of embodiments of the present invention It is fixed.For those of ordinary skill in the art, it is various forms of that other can also be made on the basis of the following description Variation changes, and these belong to obvious changes or variations that spirit of that invention is drawn still in protection of the invention Among range.
A kind of jigsaw assembled pipe gallery, the piping lane include corridor body, the corridor body include prefabricated board be spliced into it is more A concatenation unit,
The concatenation unit be various prefabricated shaped-section plates include end bay bottom plate 1, in across bottom plate 2, exterior wall 3, interior wall 4, end bay Top plate 5, in across top plate 6;The middle part for being set as plate body across 2 cross section of bottom plate in described is in that trapezoidal both ends protruding upward are plate Symmetrical structure, it is described in across 2 two sides of bottom plate constitute indent gap 11;1 cross section of end bay bottom plate is set as plate body Middle part is the structure of plate in trapezoidal both ends protruding upward, and 2 two sides of end bay bottom plate constitute the gap 11 of indent, the side Outer side edges across bottom plate 1 have the side enclosing for raising upward and being formed, and constitute outer cup mouth 12, the end bay bottom plate on the inside of the enclosing 1 trapezoidal inside constitutes the gap 11 of indent;
It is multiple it is described in across bottom plate 2 docking be arranged in ground base, both sides it is described in across on the outside of bottom plate 2 dock setting The end bay bottom plate 1 and enclosing is located at outside;In described across at the abutment joint between bottom plate 2 two neighboring gap 11 and Two neighboring gap 11 at abutment joint across bottom plate 2 and end bay bottom plate 1 in described constitutes interior rim of a cup 13, the inner cup after docking The interior walls 4 of setting straight up in mouth 13, the exterior wall 3 of the interior setting of the outer cup mouth 12 straight up;The end bay bottom plate 1, in Across be arranged above bottom plate 2 corresponding docking end bay top plate 5, in across top plate 6, the outer end of the end bay top plate 5 supports and consolidates Be scheduled on the exterior wall 3, it is described in the butt end end across top plate 6 and end bay top plate 5 support and be fixed on the interior wall 4;
Setting pea gravel concreten is filled in the top plate abutment joint of 4 top of interior wall;
The grout hole 7 that both ends are penetrating up and down is set on the end bay top plate 5, is arranged on corresponding at the top of the exterior wall 3 The grout hole 7 of the grout hole 7 of portion's opening, 3 top of the end bay top plate 5 and exterior wall is aligned, and is set in the grout hole 7 of alignment Set reinforcing bar pin 8 and fixation of being in the milk.
The outer cup mouth 12 and 13 cross section of interior rim of a cup are up big and down small isosceles trapezoid.
3 inside top of the exterior wall band bracket 1, the bracket 1 are supported on fixed below 1 outer end of end bay top plate; The two sides of 4 top and bottom of the interior wall band bracket 2 10, the bracket 2 10 at 4 top of interior wall be supported in across top plate 6 And under 5 butt seam of end bay top plate or in exist across the setting of the bracket 2 10 fixed under the butt seam between top plate 6, bottom Casting concrete is fixed in corresponding interior rim of a cup 13.
The more reinforcing ribs being embedded on the inside of panel are arranged along outer profile in each prefabricated shaped-section plate.
Rim of a cup reinforcing rib is arranged along profile in the outer cup mouth 12 and interior rim of a cup 13 in corresponding bottom plate plate face.
The corridor body successively docks splicing by multiple concatenation units, between each concatenation unit, docking it is each The bottom plate and rim of a cup assembly gap and each top plate assembly gap of docking are handled using the pea gravel concreten cementation of fissures, docking The exterior wall 3 or the assembled seam of interior wall 4 use grouting treatment.
A kind of construction method of jigsaw assembled pipe gallery, comprising the following steps:
1) prefabricated panel is installed: in prefabricated across 2 abutting joint of bottom plate in the ground base handled well, two sides docking peace Rim is across bottom plate 1;
2) install and fix prefabricated exterior wall 3 and interior wall 4: 3 bottom of exterior wall, 4 bottom bracket 2 10 of interior wall are put respectively Enter in outer cup mouth 12 and interior rim of a cup 13, and pours into pea gravel concreten into the outer cup mouth 12 and interior rim of a cup 13;
3) prefabricated top plate is installed: after the pea gravel concreten in step 2) reaches some strength, at 4 top of interior wall It is installed in prefabricated with the bracket 1 at 3 top of exterior wall across top plate 6 and end bay top plate 5 on bracket 2 10;
4) fixed top plate: grout hole 7 on the end bay top plate 5 and grout hole 7 at 3 top of exterior wall is slotting after being aligned below Enter reinforcing bar pin 8, and be in the milk into the gap between 7 hole wall of grout hole and 8 outer wall of reinforcing bar pin, forms one to its solidification The piping lane of body;
5) it fills top plate abutment joint: filling pea gravel concreten in the top plate butt seam of 4 top of interior wall;
6) concatenation unit is spliced into corridor body: the concatenation unit successively docks splicing, right between each concatenation unit Each bottom plate connect and rim of a cup assembly gap and each top plate assembly gap of docking are handled using the pea gravel concreten cementation of fissures, The assembled seam of the exterior wall 3 or interior wall 4 of docking uses grouting treatment.
The invention discloses a kind of jigsaw assembled pipe gallery, including band rim of a cup end bay bottom plate 1, in across bottom plate 2, band ox Leg exterior wall 3, band bracket interior wall 4, end bay top plate 5 and in across top plate 6, the band rim of a cup end bay bottom plate 1 and in be placed on across bottom plate 2 The substrate that wall installation is formed in the ground base handled well, the cup with bracket exterior wall 3 and with the installation of bracket interior wall 4 to each bottom plate In mouthful, pea gravel concreten is poured into the seam of rim of a cup and exterior wall 3 or interior wall 4 after fixed, reaches certain strong to pea gravel concreten After degree, installed on the bracket 2 10 at bracket 1 and interior wall 4 top of exterior wall 3 end bay top plate 5 and in across top plate 6, end bay top plate 5 are aligned and inserted into reinforcing bar pin 8 with the grout hole 7 of exterior wall 3, are then in the milk to the grout hole 7, form pipe gallery main body knot Structure.
Sequence of construction of the present invention is as follows: step 1, designing unit determine cross dimensions according to pipeline demand, according to load feelings Condition draws out the construction drawing of each component of piping lane;Step 2, unit in charge of construction mention according to construction drawing design requirement to prefabricated processing factory The demand of prefabricated components out;Step 3, prefabrication molding, is transported to construction site;Step 4, in-site measurement unwrapping wire, positioning, By position location assemble band rim of a cup end bay bottom plate 1 and in across bottom plate 2, form the substrate with installation rim of a cup;Step 5 installs band Bracket precast facade 3 and with the prefabricated interior wall 4 of bracket to bottom plate rim of a cup, rim of a cup pour into pea gravel concreten maintenance;Step 5, rim of a cup are thin After stone concrete conserves, install end bay bottom plate 1 and in so that it is located at the bracket of exterior wall 3 and the top of interior wall 4 across bottom plate 2 On;Step 6 after each top plate is in place, is inserted into reinforcing bar pin 8 in exterior wall 3 and the corresponding grout hole 7 of the prefabricated top plate 5 of end bay, right It is in the milk with the grout hole 7 of the prefabricated side wall 3 of bracket and the prefabricated top plate 6 of end bay, forms piping lane main structure.
The product is produced using prefabrication, is not take up construction site working sources, need to only organize transport and lifting i.e. It can;Each prefabricated board is prefabrication on-site consolidation, compared with traditional method, saves the construction time at scene;The product is logical It is strong with property, pipe gallery, rainwater box drain can be can be used for, it may also be used for municipal road tunnel with factory's mass production.
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.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art The other embodiments being understood that.

Claims (7)

1. a kind of jigsaw assembled pipe gallery, the piping lane includes corridor body, which is characterized in that the corridor body includes that prefabricated board is spelled The multiple concatenation units being connected into,
The concatenation unit be various prefabricated shaped-section plates include end bay bottom plate (1), in across bottom plate (2), exterior wall (3), interior wall (4), End bay top plate (5), in across top plate (6);The middle part of plate body is set as in protruding upward trapezoidal across bottom plate (2) cross section in described Both ends be plate symmetrical structure, it is described in across bottom plate (2) two sides constitute indent gap (11);The end bay bottom plate (1) is horizontal Section is set as structure of the middle part of plate body in trapezoidal both ends protruding upward for plate, and end bay bottom plate (2) two sides are constituted The gap (11) of indent, the outer side edges of the end bay bottom plate (1) have the side enclosing for raising upward and being formed, structure on the inside of the enclosing At outer cup mouth (12), the trapezoidal inside of the end bay bottom plate (1) constitutes the gap (11) of indent;
It is multiple it is described in be arranged in ground base across bottom plate (2) docking, both sides it is described in across docking setting on the outside of bottom plate (2) End bay bottom plate (1) and the enclosing is located at outside;Across the two neighboring gap at the abutment joint between bottom plate (2) in described (11) and in described in constituting after two neighboring gap (11) docking at the abutment joint across bottom plate (2) and end bay bottom plate (1) Rim of a cup (13), the interior wall (4) of the interior setting of the interior rim of a cup (13) straight up, the outer cup mouth (12) is interior to be arranged straight up Exterior wall (3);The end bay bottom plate (1), in across be arranged above bottom plate (2) corresponding docking end bay top plate (5), in across top plate (6), the outer end of the end bay top plate (5) supports and is fixed on the exterior wall (3), it is described in across top plate (6) and end bay top The butt end end of plate (5) supports and is fixed on the interior wall (4);
Setting pea gravel concreten is filled in top plate abutment joint above the interior wall (4);
The grout hole (7) that both ends are penetrating up and down is set on the end bay top plate (5), and setting is corresponding at the top of the exterior wall (3) The grout hole (7) of upper opening, grout hole (7) alignment at the top of the end bay top plate (5) and exterior wall (3), described in alignment Setting reinforcing bar pin (8) and fixation of being in the milk in grout hole (7).
2. a kind of jigsaw assembled pipe gallery as described in claim 1, which is characterized in that the outer cup mouth (12) and inner cup Mouth (13) cross section is up big and down small isosceles trapezoid.
3. a kind of jigsaw assembled pipe gallery as described in claim 1, which is characterized in that exterior wall (3) inside top Band bracket one (9), the bracket one (9) are supported on fixed below end bay top plate (1) outer end;At the top of the interior wall (4) and bottom The two sides in portion band bracket two (10), the bracket two (10) at the top of the interior wall (4) be supported in across top plate (6) and end bay top plate (5) under butt seam or in be arranged across the bracket two (10) fixed under the butt seam between top plate (6), bottom in correspondence Interior rim of a cup (13) in casting concrete fix.
4. a kind of jigsaw assembled pipe gallery as described in claim 1, which is characterized in that each prefabricated shaped-section plate is along outer The more reinforcing ribs being embedded on the inside of panel are arranged in profile.
5. a kind of jigsaw assembled pipe gallery as described in claim 1, which is characterized in that the outer cup mouth (12) and inner cup Rim of a cup reinforcing rib is arranged along profile in mouth (13) in corresponding bottom plate plate face.
6. a kind of jigsaw assembled pipe gallery as described in claim 1, which is characterized in that the corridor body is by multiple spellings Order member successively docks splicing, between each concatenation unit, each bottom plate of docking and rim of a cup assembly gap and docking Each top plate assembly gap handled using the pea gravel concreten cementation of fissures, the assembled seam of the exterior wall (3) or interior wall (4) of docking is adopted Use grouting treatment.
7. a kind of construction method of jigsaw assembled pipe gallery, which comprises the following steps:
1) prefabricated panel is installed: in prefabricated across bottom plate (2) abutting joint in the ground base handled well, two sides abutting joint End bay bottom plate (1);
2) prefabricated exterior wall (3) and interior wall (4) are installed and fixed: exterior wall (3) bottom, interior wall (4) bottom bracket two (10) It is respectively put into outer cup mouth (12) and interior rim of a cup (13), and pours into microlith coagulation into the outer cup mouth (12) and interior rim of a cup (13) Soil;
3) prefabricated top plate: the ox after the pea gravel concreten in step 2) reaches some strength, at the top of the interior wall (4) is installed Bracket one (9) on leg two (10) and at the top of exterior wall (3) is installed in prefabricated across top plate (6) and end bay top plate (5);
4) fixed top plate: grout hole (7) and grout hole (7) alignment at the top of exterior wall (3) below on the end bay top plate (5) Reinforcing bar pin (8) are inserted into afterwards, and are in the milk into the gap between the grout hole (7) hole wall and reinforcing bar pin (8) outer wall, to it Solidification forms the piping lane of one;
5) it fills top plate abutment joint: filling pea gravel concreten in the top plate butt seam above the interior wall (4);
6) concatenation unit is spliced into corridor body: the concatenation unit successively docks splicing, between each concatenation unit, docking Each bottom plate and rim of a cup assembly gap and each top plate assembly gap of docking are handled using the pea gravel concreten cementation of fissures, docking The exterior wall (3) or the assembled seam of interior wall (4) use grouting treatment.
CN201910136639.5A 2019-02-25 2019-02-25 A kind of jigsaw assembled pipe gallery and construction method Pending CN109680719A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116770891A (en) * 2023-06-26 2023-09-19 中国水利水电第三工程局有限公司 Construction method for underground full-section prefabricated corridor of aggregate storage yard

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203768946U (en) * 2014-03-20 2014-08-13 刘小沙 Assembled prefabricated comprehensive pipe rack
CN105625471A (en) * 2016-03-14 2016-06-01 青岛润国生态科技发展有限公司 Prefabricated comprehensive pipe gallery
CN106703077A (en) * 2017-01-17 2017-05-24 深圳市路桥建设集团有限公司 Prefabricated and assembled integral type underground pipe gallery structure
WO2017173656A1 (en) * 2016-04-08 2017-10-12 陈敬全 Assembled building structure
CN206916775U (en) * 2017-05-17 2018-01-23 邢台路桥建设总公司 A kind of underground pipe gallery of assembled steel and concrete structure
CN108411941A (en) * 2018-05-28 2018-08-17 中建科技成都有限公司 A kind of assembled monolithic concrete structure pipe gallery and its construction method
CN207794133U (en) * 2018-01-25 2018-08-31 中铁二十三局集团建筑设计研究院有限公司 Precast assembly tunnel
CN108560586A (en) * 2018-05-31 2018-09-21 中国建筑第八工程局有限公司 Half prefabricated assembled pipe gallery and its construction method
CN209779683U (en) * 2019-02-25 2019-12-13 北京市市政工程设计研究总院有限公司 Jigsaw assembled comprehensive pipe gallery

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203768946U (en) * 2014-03-20 2014-08-13 刘小沙 Assembled prefabricated comprehensive pipe rack
CN105625471A (en) * 2016-03-14 2016-06-01 青岛润国生态科技发展有限公司 Prefabricated comprehensive pipe gallery
WO2017173656A1 (en) * 2016-04-08 2017-10-12 陈敬全 Assembled building structure
CN106703077A (en) * 2017-01-17 2017-05-24 深圳市路桥建设集团有限公司 Prefabricated and assembled integral type underground pipe gallery structure
CN206916775U (en) * 2017-05-17 2018-01-23 邢台路桥建设总公司 A kind of underground pipe gallery of assembled steel and concrete structure
CN207794133U (en) * 2018-01-25 2018-08-31 中铁二十三局集团建筑设计研究院有限公司 Precast assembly tunnel
CN108411941A (en) * 2018-05-28 2018-08-17 中建科技成都有限公司 A kind of assembled monolithic concrete structure pipe gallery and its construction method
CN108560586A (en) * 2018-05-31 2018-09-21 中国建筑第八工程局有限公司 Half prefabricated assembled pipe gallery and its construction method
CN209779683U (en) * 2019-02-25 2019-12-13 北京市市政工程设计研究总院有限公司 Jigsaw assembled comprehensive pipe gallery

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116770891A (en) * 2023-06-26 2023-09-19 中国水利水电第三工程局有限公司 Construction method for underground full-section prefabricated corridor of aggregate storage yard

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