CN106638686B - Pipe gallery with corrugated steel shear wall and its construction method - Google Patents
Pipe gallery with corrugated steel shear wall and its construction method Download PDFInfo
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- CN106638686B CN106638686B CN201710135460.9A CN201710135460A CN106638686B CN 106638686 B CN106638686 B CN 106638686B CN 201710135460 A CN201710135460 A CN 201710135460A CN 106638686 B CN106638686 B CN 106638686B
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- pipe gallery
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels 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
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- Mining & Mineral Resources (AREA)
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- Environmental & Geological Engineering (AREA)
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- General Life Sciences & Earth Sciences (AREA)
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- General Engineering & Computer Science (AREA)
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Abstract
The invention discloses a kind of pipe galleries with corrugated steel shear wall, including the identical pipe gallery unit of multiple sequentially connected structures, the pipe gallery unit includes the concrete tube body for being provided with steel top plate and steel sole plate, it is both provided with the WELDING STUDS extended to the concrete tube body direction on the steel top plate and steel sole plate, corrugated steel shear wall is welded between steel top plate and steel sole plate；The corrugated steel shear wall of adjacent pipe gallery unit is bolted, and the concrete tube body of adjacent pipe gallery unit is connected by laterally wet seam.The present invention can easily weld crane span structure or supporting structure on corrugated steel shear wall, avoid traditional pipe gallery and the shortcomings that concrete wall cracking easily occur；Its plot ratio is big, from heavy and light, is readily transported, lifts；In addition, when construction, main member is completed in precasting yard, and Site Template and concrete works amount are small, is convenient for the fast erecting of city integrated piping lane.
Description
Technical field
The present invention relates to municipal works technical field, more particularly, to a kind of pipe gallery with corrugated steel shear wall and
Its construction method.
Background technology
Pipe gallery is the tunnel space built in Urban Underground such as " lifeline " in city, is equipped with special maintenance
Mouthful, hoisting port and monitoring system, by electric power, communication, the various utilities pipeline concentrated settings such as combustion gas, heat supply, plumbing in it,
It is the important infrastructure for ensureing city operations convenient for managing and overhauling.
Mainly concrete shear is arranged in the box-structure made of concreting, inside to current city integrated piping lane
Wall is implanted into a large amount of anchor bolt as holder or crane span structure on concrete wall, cable and pipeline is placed to set up.In order to resist
Soil pressure load and undertake internal pipeline gravity load, the concrete wall of pipe gallery is usually thicker, from it is great, be easy out
It splits；It is implanted into a large amount of anchor bolts, not only great in constructing amount, complex procedures on concrete wall, and one can be generated to concrete wall
Fixed damage；In addition, traditional concrete shear force wall usually occurs crack on wall, makes due to being influenced by shrinking, creep
A series of problems, such as at concrete section weakening, reinforcement corrosion or even repairing reinforcement.
Invention content
To solve the above-mentioned problems, the present invention provides that a kind of high-strength light, shearing resistance is efficient, is easy to lift the band wave of erection
The pipe gallery and its construction method of line steel plate shear force wall.
To achieve the above object, the present invention can take following technical proposals：
Pipe gallery of the present invention with corrugated steel shear wall, including multiple sequentially connected structures are identical comprehensive
Close piping lane unit, the pipe gallery unit includes the concrete tube body for being provided with steel top plate and steel sole plate, the steel top plate and
It is both provided with the WELDING STUDS extended to the concrete tube body direction on steel sole plate, ripple is welded between steel top plate and steel sole plate
Steel plate shear force wall；The corrugated steel shear wall of adjacent pipe gallery unit is bolted, and adjacent pipe gallery unit mixes
Solidifying soil tube body is connected by laterally wet seam.
When pipe gallery unit is whole relatively gently, cross section is smaller, the concrete tube body of the pipe gallery unit is whole
The pre-formed structure of body.
Conversely, when pipe gallery unit is integrally heavier, cross section is larger, the concrete tube body of pipe gallery unit is logical
Cross the lateral fragment precast construction that longitudinal wet joint is formed by connecting.
It is welded with crane span structure and/or holder on the corrugated steel shear wall.
The construction method of pipe gallery of the present invention with corrugated steel shear wall mainly includes the following steps that：
The pipe gallery unit of the first step, the integral prefabricated molding structure of in-situ precast or lateral fragment precast construction：
A. for the pipe gallery unit of integral prefabricated molding structure, concrete tube body integral prefabricated first, the coagulation
Steel top plate and steel sole plate with WELDING STUDS are embedded on native tube body；For the pipe gallery unit of lateral fragment precast construction, then
It is segmented left section, right section and interlude of precast concrete tube body, band is embedded on the concrete tube body prefabricated component of the interlude
Steel top plate, the steel sole plate of WELDING STUDS；
B. corrugated steel shear wall is welded between steel top plate and steel sole plate；
C. crane span structure and/or holder are welded on the corrugated steel shear wall；
The pipe gallery unit of prefabricated completion is transported to construction site by second step, and through field lofting, segmental hoisting is just
Position, connects the corrugated steel shear wall of adjacent pipe gallery unit, welds the steel top plate and steel sole plate of adjacent pipe gallery unit,
In each seam crossing binding connection reinforcing bar of external concrete tube body, the wet seam of casting concrete；For integral prefabricated molding structure
Pipe gallery unit, the wet seam of concrete only include the wet seam of transverse direction between adjacent pipe gallery unit concrete tube body；It is right
In the pipe gallery unit of lateral fragment precast construction, the wet seam of concrete includes then the transverse direction between adjacent pipe gallery unit
Wet seam, and each longitudinal wet joint formed between pipe gallery unit concrete tube body interlude and left section and right section.
Pipe gallery provided by the invention with corrugated steel shear wall replaces traditional mix using corrugated steel shear wall
Solidifying soil shear wall, can easily weld crane span structure or supporting structure on corrugated steel shear wall, and avoiding traditional pipe gallery needs
The shortcomings that anchor bolt is so as to cause wall crazing is largely being implanted on concrete wall, secondly, corrugated steel shear wall lightweight is high
By force, shearing resistance is efficient, can extend the plot ratio of pipe gallery, mitigates the dead weight of piping lane entirety, is readily transported, lifts；In addition,
Since the production of main member can be completed in precasting yard, Site Template and concrete works amount are small, and working procedure is simple, square
Just, it is convenient for the fast erecting of city integrated piping lane.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention（The concrete tube body of integral prefabricated molding structure）.
Fig. 2 is A-A cross-sectional views in Fig. 1.
Fig. 3 is B-B cross-sectional views in Fig. 1.
Fig. 4 is the structural schematic diagram of the present invention（The concrete tube body of lateral fragment precast construction）.
Specific implementation mode
Pipe gallery of the present invention with corrugated steel shear wall, including multiple sequentially connected structures are identical comprehensive
Close piping lane unit.The pipe gallery unit as shown in Fig. 1,4 is single box double room structure, including is provided with steel top plate 1 and steel sole plate 2
Concrete tube body 3, the WELDING STUDS 4 of 1 direction of oriented concrete tube body extension, steel top plate are welded on steel top plate 1 and steel sole plate 2
Corrugated steel shear wall 5 is welded between 1 and steel sole plate 2.Corrugated steel has many advantages, such as high-strength light, and shearing resistance is efficient, and
The pleated structure longitudinal rigidity that steel plate is formed is smaller, almost non resistance axial force, therefore corrugated steel shear wall 5 can be realized and be mixed
The linear deformation of solidifying soil tube body is consistent, and durability is good.It is welded on corrugated steel shear wall 5 for placing pipeline, cable etc.
Crane span structure and/or holder 9.The concrete tube body 3 of pipe gallery unit can be integral prefabricated molding structure as shown in Figure 1,
Lateral fragment precast construction as shown in Figure 4 can be used.
Integral prefabricated molding structure as shown in Figure 1 can be used in the concrete tube body 3 of pipe gallery unit, when its entirety compared with
When weight or cross section are larger, the lateral fragment precast construction for easily facilitating lifting as shown in Figure 4 can also be used.It is each laterally to divide
Left section, right section is divided into precasting yard for the pipe gallery unit concrete tube body 3 of piece precast construction and interlude carries out respectively
Prefabricated, the precast concrete of above-mentioned interlude includes pre-buried steel top plate 1, steel sole plate 2 and is welded on steel top plate 1 and steel sole plate
Corrugated steel shear wall 5 between 2；The lifting of three-stage prefabricated component is in place, and splicing after-pouring longitudinal wet joint 8 at the scene makes it
Form overall structure.
The construction method of pipe gallery of the present invention with corrugated steel shear wall, it is specific as follows：
（One）For the pipe gallery unit of integral prefabricated molding structure, mainly include the following steps that：
The first step, the pipe gallery unit of the integral prefabricated molding structure of in-situ precast：
A. assembling reinforcement net first, and it is embedded with steel top plate 1 and steel sole plate 2 with WELDING STUDS 4, it is then poured, shape
The concrete tube body 3 of integral structure；
B. corrugated steel shear wall 5 is welded between steel top plate 1 and steel sole plate 2；
C. crane span structure and/or holder 9 are welded on the corrugated steel shear wall 5；
The pipe gallery unit of prefabricated completion is transported to construction site by second step, and through field lofting, segmental hoisting is just
Position, the corrugated steel shear wall 5 of adjacent pipe gallery unit are connected by bolt 6, specifically, can be as shown in figure 3, by front and back two
It is connected with bolt 6 after a corrugated steel shear wall 5 is stacked, connector connection adjacent corrugations steel plate shear force wall 5 can also be used, or adopt
With other common forms.Then the steel top plate 1 of adjacent pipe gallery unit, steel sole plate 2 are welded respectively, makes internal shearing
Wall and its associated components form continuous structure.It, need to be in adjacent pipe gallery unit pipe of concrete for external concrete tube body 3
Seam crossing binding connection reinforcing bar between body 3, casting concrete form the wet seam 7 of transverse direction as shown in Figure 2,3, make it securely
Connection.
（Two）For the pipe gallery unit of lateral fragment precast construction, the pipe gallery list with integral prefabricated molding structure
First construction method is similar, specifically includes following steps：
The first step, the pipe gallery unit of in-situ precast transverse direction fragment precast construction：
A. the bar-mat reinforcement of binding and pre-buried steel top plate 1 and steel sole plate 2 with WELDING STUDS 4, after the completion of pouring, in steel top plate
Corrugated steel shear wall 5 is welded between 1 and steel sole plate 2, welds crane span structure and/or holder 9 on corrugated steel shear wall 5 later,
Complete the prefabricated of 3 interlude of concrete tube body；
B. the bar-mat reinforcement of 3 left sections of concrete tube body is bound, and is poured；
C. the bar-mat reinforcement of 3 right sections of concrete tube body is bound, and is poured；
Left section of the pipe gallery unit of prefabricated completion, right section and interlude are transported to construction site by second step, through existing
Field setting-out, after segmental hoisting is in place, with reference to the construction method of the pipe gallery unit of integral prefabricated molding structure, by adjacent synthesis
Corrugated steel shear wall 5, steel top plate 1, the steel sole plate 2 of piping lane unit are separately connected, and make internal shear wall and its associated components shape
At continuous structure.For external concrete tube body 3, connection reinforcing bar need to be bound in each seam crossing, casting concrete makes it securely
Connection.Specifically, including the transverse direction as shown in Figure 2,3 formed between adjacent pipe gallery unit concrete tube body 3 is poured
Wet seam 7, and the shape between the interlude and left section, right section of each pipe gallery unit concrete tube body 3 as shown in Figure 4
At longitudinal wet joint 8.
The present invention has the advantage that compared with the prior art：
（1）Pipe gallery unit of the present invention with corrugated steel shear wall uses corrugated steel due to intermediate shear wall
Structure, dead weight mitigate compared with conventional concrete comprehensive pipe gallery structure, are easy to lift and transport and set up；
（2）Pipe gallery unit of the present invention with corrugated steel shear wall is using corrugated steel as shear wall, energy
The shear behavior that steel are excellent is made full use of, while improving the plot ratio of piping lane；
（3）Pipe gallery unit of the present invention with corrugated steel shear wall uses corrugated steel as shear wall, can
Crane span structure or supporting structure are easily welded on corrugated steel shear wall, are avoided traditional pipe gallery and are needed in concrete wall
Upper a large amount of the shortcomings that planting anchor bolt.It can effectively solve the problem that existing pipe gallery concrete wall cracking, complex problem of constructing.
（4）Precast assembly can be used in pipe gallery unit of the present invention with corrugated steel shear wall in construction
Construction technology.For each pipe gallery unit, if small volume, lighter in weight, using integral prefabricated in precasting yard
Molding；Conversely, the prefabricated mode of lateral fragment may be used, it is whole that it is then spliced into a pipe gallery unit at the construction field (site)
Structure.On the one hand due to replacing traditional concrete, structure to tend to lightness, be readily transported, lift using corrugated steel；Another party
Face, since the production of main member can be completed in precasting yard, Site Template and concrete works amount are small, working procedure is simple,
Quickly, it is convenient for fast erecting.
To sum up, of the present invention efficient with the pipe gallery high-strength light of corrugated steel shear wall, shearing resistance, convenient for fortune
Defeated and lifting, has working procedure simple, Site Template and the few advantage of cast-in-place construction workload, in city integrated piping lane construction
In have broad application prospects.
Claims (1)
1. a kind of construction method of the pipe gallery with corrugated steel shear wall, it is characterised in that：It mainly includes the following steps that：
The pipe gallery unit of the first step, the integral prefabricated molding structure of in-situ precast or lateral fragment precast construction：
A. for the pipe gallery unit of integral prefabricated molding structure, concrete tube body integral prefabricated first, the pipe of concrete
Steel top plate and steel sole plate with WELDING STUDS are embedded on body；For the pipe gallery unit of lateral fragment precast construction, then it is segmented
Left section, right section of precast concrete tube body and interlude are embedded with band shearing on the concrete tube body prefabricated component of the interlude
Steel top plate, the steel sole plate of nail；
B. corrugated steel shear wall is welded between steel top plate and steel sole plate；
C. crane span structure and/or holder are welded on the corrugated steel shear wall；
The pipe gallery unit of prefabricated completion is transported to construction site by second step, and through field lofting, segmental hoisting is in place, even
The corrugated steel shear wall for connecing adjacent pipe gallery unit welds the steel top plate and steel sole plate of adjacent pipe gallery unit, outside
Each seam crossing binding connection reinforcing bar of portion's concrete tube body, the wet seam of casting concrete；For the synthesis of integral prefabricated molding structure
Piping lane unit, the wet seam of concrete only include the wet seam of transverse direction between adjacent pipe gallery unit concrete tube body；For cross
To the pipe gallery unit of fragment precast construction, the wet seam of concrete, which includes then that the transverse direction between adjacent pipe gallery unit is wet, to be connect
Seam, and each longitudinal wet joint formed between pipe gallery unit concrete tube body interlude and left section and right section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710135460.9A CN106638686B (en) | 2017-03-09 | 2017-03-09 | Pipe gallery with corrugated steel shear wall and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710135460.9A CN106638686B (en) | 2017-03-09 | 2017-03-09 | Pipe gallery with corrugated steel shear wall and its construction method |
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| Publication Number | Publication Date |
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| CN106638686A CN106638686A (en) | 2017-05-10 |
| CN106638686B true CN106638686B (en) | 2018-11-06 |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107769141A (en) * | 2017-12-05 | 2018-03-06 | 福建省电力勘测设计院 | Overhead type comprehensive wiring piping lane |
| CN108560593B (en) * | 2017-12-29 | 2020-03-31 | 中车建设工程有限公司 | Underground station open cut construction method |
| CN108385725A (en) * | 2018-04-28 | 2018-08-10 | 安徽砼宇特构科技有限公司 | A kind of strong concrete piping lane |
| CN110616741A (en) * | 2019-10-12 | 2019-12-27 | 中冶京诚工程技术有限公司 | Cable utility tunnel |
| CN111877604A (en) * | 2020-08-24 | 2020-11-03 | 北京和筑科技有限公司 | Steel plate shear wall |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040088735A (en) * | 2003-04-10 | 2004-10-20 | 유승운 | A Design and Construction of Joint between Corrugated Structural Steel Plate and R.C Box-Culvert |
| KR20080024424A (en) * | 2006-09-13 | 2008-03-18 | 이수호 | The prefabricated precast concrete culvert connecting by inserting steel rod into ring |
| EP2223401A1 (en) * | 2007-12-19 | 2010-09-01 | Frank Dupre | Duct system for accommodating power cables |
| CN103924505A (en) * | 2014-05-07 | 2014-07-16 | 河南省交通规划勘察设计院有限责任公司 | Prefabricated steel-concrete combination T beam with corrugated steel web and construction method |
| CN103938549A (en) * | 2014-05-14 | 2014-07-23 | 河南省交通规划勘察设计院有限责任公司 | Construction method for fabricated type corrugated steel inclined web combined beam |
| CN205171549U (en) * | 2015-11-06 | 2016-04-20 | 深圳华瀚管廊物业服务有限公司 | Piping lane prefab and prefabricated formula utility tunnel |
| CN205975668U (en) * | 2016-07-08 | 2017-02-22 | 南京联众建设工程技术有限公司 | Steel concrete hybrid structure underground box piping lane |
| CN206591544U (en) * | 2017-03-09 | 2017-10-27 | 河南省交通规划设计研究院股份有限公司 | Pipe gallery with corrugated steel shear wall |
-
2017
- 2017-03-09 CN CN201710135460.9A patent/CN106638686B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040088735A (en) * | 2003-04-10 | 2004-10-20 | 유승운 | A Design and Construction of Joint between Corrugated Structural Steel Plate and R.C Box-Culvert |
| KR20080024424A (en) * | 2006-09-13 | 2008-03-18 | 이수호 | The prefabricated precast concrete culvert connecting by inserting steel rod into ring |
| EP2223401A1 (en) * | 2007-12-19 | 2010-09-01 | Frank Dupre | Duct system for accommodating power cables |
| CN103924505A (en) * | 2014-05-07 | 2014-07-16 | 河南省交通规划勘察设计院有限责任公司 | Prefabricated steel-concrete combination T beam with corrugated steel web and construction method |
| CN103938549A (en) * | 2014-05-14 | 2014-07-23 | 河南省交通规划勘察设计院有限责任公司 | Construction method for fabricated type corrugated steel inclined web combined beam |
| CN205171549U (en) * | 2015-11-06 | 2016-04-20 | 深圳华瀚管廊物业服务有限公司 | Piping lane prefab and prefabricated formula utility tunnel |
| CN205975668U (en) * | 2016-07-08 | 2017-02-22 | 南京联众建设工程技术有限公司 | Steel concrete hybrid structure underground box piping lane |
| CN206591544U (en) * | 2017-03-09 | 2017-10-27 | 河南省交通规划设计研究院股份有限公司 | Pipe gallery with corrugated steel shear wall |
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