CN106638686A - Comprehensive pipe gallery with corrugated steel plate shear walls and construction method of comprehensive pipe gallery - Google Patents
Comprehensive pipe gallery with corrugated steel plate shear walls and construction method of comprehensive pipe gallery Download PDFInfo
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- CN106638686A CN106638686A CN201710135460.9A CN201710135460A CN106638686A CN 106638686 A CN106638686 A CN 106638686A CN 201710135460 A CN201710135460 A CN 201710135460A CN 106638686 A CN106638686 A CN 106638686A
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- pipe gallery
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- corrugated steel
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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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- Oil, Petroleum & Natural Gas (AREA)
- 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 comprehensive pipe gallery with corrugated steel plate shear walls. The comprehensive pipe gallery comprises a plurality of comprehensive pipe gallery units which are sequentially connected and are the same in structure. Each comprehensive pipe gallery unit comprises a concrete pipe body which is provided with a steel top plate and a steel bottom plate, wherein shear nails extending in the concrete pipe body direction are arranged on the steel top plate and the steel bottom plate, and one of the corrugated steel plate shear walls is welded between the steel top plate and the steel bottom plate. The corrugated steel plate shear walls of the adjacent comprehensive pipe gallery units are connected through bolts, and the concrete pipe bodies of the adjacent comprehensive pipe gallery units are connected through transverse wet joints. According to the comprehensive pipe gallery, a crane span structure or a support structure can be conveniently welded to the corrugated steel plate shear walls, and the defect that concrete wall cracks in a traditional comprehensive pipe gallery is avoided. The comprehensive pipe gallery is large in plot ratio, low in dead load and convenient to transport and hoist. In addition, during construction, main members are completed in a prefabrication yard, the spot formwork and concrete work amount is small, and rapid erecting of the urban comprehensive pipe gallery is facilitated.
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, such as " lifeline " in city, is the tunnel space built in Urban Underground, is provided with special maintenance
Mouth, hoisting port and monitoring system, by various utilities pipeline concentrated settings such as electric power, communication, combustion gas, heat supply, plumbing in it,
It is easy to manage and overhauls, is the important infrastructure for ensureing city operations.
At present mainly using the box-structure of concreting, inside arranges concrete shear to city integrated piping lane
Wall, is implanted into substantial amounts of crab-bolt as support or crane span structure on concrete wall, and to set up cable and pipeline are placed.In order to resist
Soil pressure load and undertake internal pipeline gravity load, the concrete wall of pipe gallery is generally thicker, from it is great, easily open
Split；A large amount of crab-bolts, not only great in constructing amount, complex procedures are implanted on concrete wall, and one can be produced to concrete wall
Fixed damage；Additionally, traditional concrete shear force wall usually occurs crack, making due to being affected by shrinking, creep on body of wall
Into concrete section weakening, reinforcement corrosion or even a series of problems, such as to carry out maintenance reinforcement.
The content of the invention
In order to solve the above problems, the present invention provides a kind of high-strength light, shearing resistance efficiency high, is easy to lift the band ripple for setting up
The pipe gallery and its construction method of line steel plate shear force wall.
For achieving the above object, the present invention can take following technical proposals：
Pipe gallery with corrugated steel shear wall of the present invention, including multiple structure identical integrated pipes being sequentially connected
Corridor unit, the pipe gallery unit includes being provided with the concrete tube body of steel top board and steel sole plate, the steel top board and steel bottom
The WELDING STUDS extended to the concrete tube body direction is provided with plate, between steel top board and steel sole plate corrugated steel is welded with
Shear wall；The corrugated steel shear wall of adjacent pipe gallery unit is bolted, the concrete of adjacent pipe gallery unit
Body is by laterally wet seam connection.
When pipe gallery unit is overall relatively gently, cross section is less, 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 horizontal burst precast construction that longitudinal wet joint is formed by connecting.
Crane span structure and/or support are welded with the corrugated steel shear wall.
The construction method of the pipe gallery with corrugated steel shear wall of the present invention is mainly included the following steps that：
The pipe gallery unit of the first step, the integral prefabricated molding structure of in-situ precast or horizontal burst 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 board and steel sole plate with WELDING STUDS are embedded with body；For the pipe gallery unit of horizontal burst precast construction, then it is segmented
Left section, right section of precast concrete body and interlude, are embedded with band shearing on the concrete tube body prefabricated component of the interlude
The steel top board of nail, steel sole plate；
B. corrugated steel shear wall is welded between steel top board and steel sole plate；
C. crane span structure and/or support are welded on the corrugated steel shear wall；
Second step, by the prefabricated pipe gallery unit for completing job site is transported to, and Jing field loftings, segmental hoisting is in place, even
The corrugated steel shear wall of adjacent pipe gallery unit is connect, the steel top board and steel sole plate of adjacent pipe gallery unit is welded, outside
Concrete tube body each seam crossing colligation in portion's connects reinforcing bar, the wet seam of casting concrete；For the synthesis of integral prefabricated molding structure
Piping lane unit, the wet seam of concrete only includes the horizontal wet seam between adjacent pipe gallery unit concrete tube body；For horizontal stroke
To the pipe gallery unit of burst precast construction, the wet seam of concrete then includes horizontal wet connecing between adjacent pipe gallery unit
Seam, and the longitudinal wet joint formed between each pipe gallery unit concrete tube body interlude and left section and right section.
The pipe gallery with corrugated steel shear wall that the present invention is provided, using corrugated steel shear wall traditional mixing is replaced
Solidifying soil shear wall, easily can weld crane span structure or supporting structure on corrugated steel shear wall, it is to avoid traditional pipe gallery is needed
Crab-bolt is implanted in a large number so as to cause the shortcoming of wall crazing, secondly, corrugated steel shear wall lightweight is high on concrete wall
By force, shearing resistance efficiency high, can extend the plot ratio of pipe gallery, mitigate the overall deadweight of piping lane, be readily transported, lift；Additionally,
Because the production of main member can be completed in precasting yard, Site Template and concrete works amount are little, and working procedure is simple, side
Just, it is easy to the fast erecting of city integrated piping lane.
Description of the drawings
Fig. 1 is the structural representation 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 representation of the present invention（The concrete tube body of horizontal burst precast construction）.
Specific embodiment
Pipe gallery with corrugated steel shear wall of the present invention, including multiple structure identicals being sequentially connected are comprehensive
Close piping lane unit.Pipe gallery unit as shown in Fig. 1,4 is single box double room structure, including being provided with steel top board 1 and steel sole plate 2
Concrete tube body 3, weld on steel top board 1 and steel sole plate 2 direction of oriented concrete tube body 1 extension WELDING STUDS 4, steel top board
Corrugated steel shear wall 5 is welded between 1 and steel sole plate 2.The advantages of corrugated steel has high-strength light, shearing resistance efficiency high, and
The pleated structure longitudinal rigidity that steel plate is formed is less, and almost non resistance axial force, therefore corrugated steel shear wall 5 can be realized and mixed
The linear deformation of solidifying soil body is consistent, and good endurance.It is welded with corrugated steel shear wall 5 for placing pipeline, cable etc.
Crane span structure and/or support 9.The concrete tube body 3 of pipe gallery unit can be integral prefabricated molding structure as shown in Figure 1,
Horizontal burst precast construction as shown in Figure 4 can be adopted.
The concrete tube body 3 of pipe gallery unit can adopt integral prefabricated molding structure as shown in Figure 1, when its entirety compared with
When weight or cross section are larger, the horizontal burst precast construction for easily facilitating lifting as shown in Figure 4 may also be employed.Each laterally divides
The pipe gallery unit concrete tube body 3 of piece precast construction is divided into left section, right section and interlude in precasting yard and carries out respectively
Prefabricated, the precast concrete of above-mentioned interlude includes pre-buried steel top board 1, steel sole plate 2 and is welded on steel top board 1 and steel sole plate
Corrugated steel shear wall 5 between 2；The lifting of three-stage prefabricated component is in place, and after-pouring longitudinal wet joint 8 is spliced at the scene makes it
Form overall structure.
The construction method of the pipe gallery with corrugated steel shear wall of the present invention, 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 the steel top board 1 with WELDING STUDS 4 and steel sole plate 2 are embedded with, then poured, formed whole
The concrete tube body 3 of body structure；
B. corrugated steel shear wall 5 is welded between steel top board 1 and steel sole plate 2；
C. crane span structure and/or support 9 are welded on the corrugated steel shear wall 5；
Second step, by the prefabricated pipe gallery unit for completing job site is transported to, and Jing field loftings, segmental hoisting is in place, phase
The corrugated steel shear wall 5 of adjacent pipe gallery unit is connected by bolt 6, specifically, can be as shown in figure 3, by former and later two ripples
Connected with bolt 6 after line steel plate shear force wall 5 is stacked, connector connection adjacent corrugations steel plate shear force wall 5 may also be employed, or adopt it
His common form.Then the steel top board 1 of adjacent pipe gallery unit, steel sole plate 2 are welded respectively, make internal shear wall and
Its associated components forms continuous structure.For outside concrete tube body 3, need to be in adjacent pipe gallery unit concrete tube body 3
Between seam crossing colligation connection reinforcing bar, casting concrete forms horizontal wet seam 7 as shown in Figure 2,3 so as to firmly connect
Connect.
（Two）For the pipe gallery unit of horizontal burst precast construction, the pipe gallery list with integral prefabricated molding structure
First construction method is similar to, and specifically includes following steps：
The first step, the pipe gallery unit of the horizontal burst precast construction of in-situ precast：
A. the bar-mat reinforcement of colligation and the pre-buried steel top board 1 with WELDING STUDS 4 and steel sole plate 2, after the completion of pouring, in the He of steel top board 1
Corrugated steel shear wall 5 is welded between steel sole plate 2, crane span structure and/or support 9 is welded on corrugated steel shear wall 5 afterwards, is completed
The interlude of concrete tube body 3 it is prefabricated；
B. the bar-mat reinforcement of left section of colligation concrete tube body 3, and poured；
C. the bar-mat reinforcement of right section of colligation concrete tube body 3, and poured；
Second step, by left section, right section of the prefabricated pipe gallery unit for completing and interlude job site is transported to, and Jing is put at scene
Sample, after segmental hoisting is in place, with reference to the construction method of the pipe gallery unit of integral prefabricated molding structure, by adjacent pipe gallery
The corrugated steel shear wall 5 of unit, steel top board 1, steel sole plate 2 connect respectively, form internal shear wall and its associated components and connect
Continuous structure.For outside concrete tube body 3, reinforcing bar, casting concrete so as to firmly connect need to be connected in each seam crossing colligation
Connect.Specifically, including pour as shown in Figure 2,3 between adjacent pipe gallery unit concrete tube body 3 formed it is horizontal wet
Seam 7, and the formation between the interlude and left section, right section of each pipe gallery unit concrete tube body 3 as shown in Figure 4
Longitudinal wet joint 8.
The present invention has the advantage that compared with prior art：
（1）Pipe gallery unit with corrugated steel shear wall of the present invention is tied due to middle shear wall using corrugated steel
Structure, conducts oneself with dignity and mitigates compared with conventional concrete comprehensive pipe gallery structure, is easy to lift and transport and set up；
（2）, using corrugated steel as shear wall, energy is fully for pipe gallery unit with corrugated steel shear wall of the present invention
Using the excellent shear behavior of steel, while improving the plot ratio of piping lane；
（3）Pipe gallery unit with corrugated steel shear wall of the present invention, as shear wall, can be facilitated using corrugated steel
Crane span structure or supporting structure are welded on corrugated steel shear wall in ground, it is to avoid traditional pipe gallery needs big on concrete wall
Amount plants the shortcoming of crab-bolt.Can effectively solve the problem that existing pipe gallery concrete wall cracking, complex problem of constructing.
（4）Pipe gallery unit with corrugated steel shear wall of the present invention can adopt precast assembly in construction
Construction technology.For each pipe gallery unit, if small volume, lighter in weight, using integral prefabricated in precasting yard
Shaping；Conversely, can be by the way of horizontal burst is prefabricated, being then spliced into a pipe gallery unit entirety 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；The opposing party
Face, because the production of main member can be completed in precasting yard, Site Template and concrete works amount are little, working procedure is simple,
Quickly, it is easy to fast erecting.
To sum up, the pipe gallery high-strength light with corrugated steel shear wall of the present invention, shearing resistance efficiency high, are easy to fortune
Defeated and lifting, Site Template and cast-in-place construction workload few advantage, in city integrated piping lane construction simple with working procedure
In have broad application prospects.
Claims (5)
1. a kind of pipe gallery with corrugated steel shear wall, it is characterised in that：Including multiple structure identicals being sequentially connected
Pipe gallery unit, the pipe gallery unit includes being provided with the concrete tube body of steel top board and steel sole plate, the steel top board
Be provided with steel sole plate to the concrete tube body direction extend WELDING STUDS, be welded with ripple between steel top board and steel sole plate
Line steel plate shear force wall；The corrugated steel shear wall of adjacent pipe gallery unit is bolted, adjacent pipe gallery unit
Concrete tube body is by laterally wet seam connection.
2. the pipe gallery with corrugated steel shear wall according to claim 1, it is characterised in that：The pipe gallery list
The concrete tube body of unit is integral prefabricated molding structure.
3. the pipe gallery with corrugated steel shear wall according to claim 1, it is characterised in that：The pipe gallery list
The concrete tube body of unit is the horizontal burst precast construction being formed by connecting by longitudinal wet joint.
4. the pipe gallery with corrugated steel shear wall according to one of claim 1-3, it is characterised in that：The ripple
Crane span structure and/or support are welded with steel plate shear force wall.
5. the construction method of the pipe gallery with corrugated steel shear wall described in claim 1, it is characterised in that：Mainly include
Following steps：
The pipe gallery unit of the first step, the integral prefabricated molding structure of in-situ precast or horizontal burst 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 board and steel sole plate with WELDING STUDS are embedded with body；For the pipe gallery unit of horizontal burst precast construction, then it is segmented
Left section, right section of precast concrete body and interlude, are embedded with band shearing on the concrete tube body prefabricated component of the interlude
The steel top board of nail, steel sole plate；
B. corrugated steel shear wall is welded between steel top board and steel sole plate；
C. crane span structure and/or support are welded on the corrugated steel shear wall；
Second step, by the prefabricated pipe gallery unit for completing job site is transported to, and Jing field loftings, segmental hoisting is in place, even
The corrugated steel shear wall of adjacent pipe gallery unit is connect, the steel top board and steel sole plate of adjacent pipe gallery unit is welded, outside
Concrete tube body each seam crossing colligation in portion's connects reinforcing bar, the wet seam of casting concrete；For the synthesis of integral prefabricated molding structure
Piping lane unit, the wet seam of concrete only includes the horizontal wet seam between adjacent pipe gallery unit concrete tube body；For horizontal stroke
To the pipe gallery unit of burst precast construction, the wet seam of concrete then includes horizontal wet connecing between adjacent pipe gallery unit
Seam, and the longitudinal wet joint formed between each 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 |
Publications (2)
| Publication Number | Publication Date |
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| CN106638686A true CN106638686A (en) | 2017-05-10 |
| CN106638686B CN106638686B (en) | 2018-11-06 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107769141A (en) * | 2017-12-05 | 2018-03-06 | 福建省电力勘测设计院 | Overhead type comprehensive wiring piping lane |
| 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 |
| CN108560593A (en) * | 2017-12-29 | 2018-09-21 | 中车建设工程有限公司 | Underground station open cutting construction method |
| 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 |
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| CN111877604A (en) * | 2020-08-24 | 2020-11-03 | 北京和筑科技有限公司 | Steel plate shear wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106638686B (en) | 2018-11-06 |
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