CN106677210A - Underground comprehensive pipe gallery structure - Google Patents
Underground comprehensive pipe gallery structure Download PDFInfo
- Publication number
- CN106677210A CN106677210A CN201710056075.5A CN201710056075A CN106677210A CN 106677210 A CN106677210 A CN 106677210A CN 201710056075 A CN201710056075 A CN 201710056075A CN 106677210 A CN106677210 A CN 106677210A
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- CN
- China
- Prior art keywords
- base plate
- top board
- steel mesh
- side wall
- mesh reinforcement
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Classifications
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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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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses an underground comprehensive pipe gallery structure which comprises a top plate, a bottom plate, and N side walls arranged in a spaced manner in the transverse direction; the N side walls divide the space between the top plate and the bottom plate into N-1 pipe galleries, and N is a natural number greater than or equal to 2; side wall steel mesh reinforcements are arranged in the side walls; the upper and lower ends of vertical ribs of the side wall steel mesh reinforcements can stretch out of the side walls respectively and stretch into the top plate and the bottom plate respectively and correspondingly for forming vertical rib anchored ends, so that the side walls are fixedly connected with the top plate and the bottom plate together. The underground comprehensive pipe gallery structure is simple in structure and convenient to construct, the connecting strength between the bottom plate and the side walls and the connecting strength between the top plate and the side walls are improved, connecting part cracks are reduced, and the damage to equipment caused by stagnant water entering the pipe galleries is avoided.
Description
Technical field
The present invention relates to a kind of underground pipe gallery, and in particular to a kind of underground pipe gallery structure.
Background technology
Pipe gallery is one underground pipe gallery of construction under town road, by draining, heating power, combustion gas, electric power, communication, wide
The municipal pipelines such as electricity are converged to be laid included in union, and arrange the facilities such as special access hole, dog-house, unified to build pipe
Reason, saves the independent structures of pipeline itself and earth excavation, effectively intensive can utilize space resources.Its advantage is：
Once excavate, concentrate construction, it is to avoid repeat to excavate in same section；Greatly facilitate the cities such as electric power, communication, combustion gas, water supply and sewage
The maintenance and maintenance of political affairs facility, reduces the maintenance cost of the expense and utilities pipeline repeatedly overhauled on road surface, maintains road surface
The durability of integrity and all kinds of pipelines；Reduce the roofbolt of road and inspection shaft, the room of various pipelines etc., graceful city
Landscape；Pipe gallery gut line compact and reasonable arrangement, urban land has been saved in the space being effectively utilized under road.
Underground pipe gallery structure common at present, generally its side wall adopt one-time-concreting molding with top board and base plate respectively
Mode be attached fixation, its junction intensity is relatively low, the deformation process of collision or later stage concrete in hoisting process
In, the generation of crackle is easily caused, these crackles easily make water permeate into piping lane, cause piping lane internal water accumulation.
The content of the invention
For above-mentioned the deficiencies in the prior art, the technical problem to be solved is：How providing one kind can increase
Plus side wall bonding strength respectively between base plate and top board, reduce the underground pipe gallery structure that junction crackle is produced.
In order to solve above-mentioned technical problem, following technical scheme is present invention employs：
A kind of underground pipe gallery structure, including the N surface sides wall of top board, base plate and laterally spaced spread configuration, N surface sides wall will
Space between top board and base plate is divided into N-1 piping lane, N is >=2 natural number, and side wall is internally provided with side wall net-shaped steel
Muscle, it is characterised in that：The perpendicular muscle upper and lower ends of side wall steel mesh reinforcement can stretch out respectively from side wall and correspond to respectively and extend into
Perpendicular muscle anchored end is formed in top board and base plate so that the side wall is fixed together with top board and base plate.
In the present invention, the perpendicular muscle in the side wall steel mesh reinforcement in side wall stretches out side wall and shape is distinguished in top board and base plate
Into perpendicular muscle anchored end, after concrete setting, perpendicular muscle anchored end has just been embedded in base plate and top board, which improves side wall with
The bonding strength of base plate and top board, reduces the generation of side wall and base plate and top board junction crackle, and then cannot make the external world
Hydrops by crackle enter in piping lane to equipment in piping lane cause damage.
Used as optimization, side wall described in per face includes two block gaps and the prefabricated panel be arrangeding in parallel, two pieces of prefabricated panels it
Between be fixed together by connector, concrete sandwich has also been poured between two pieces of prefabricated panels, positioned at outermost two
The upper and lower ends of the prefabricated panel in the wall of surface side in the outer part are longer than respectively the upper and lower ends of remaining prefabricated panel, and the base plate is located at
Between outermost two pieces of prefabricated panels and its both sides are connected to respectively on outermost two pieces of prefabricated panels, the base plate
Bottom surface with flush positioned at the bottom surface of outermost two pieces of prefabricated panels, the bottom of remaining prefabricated panel is respectively placed in the base plate
Top, the top board be located at outermost two pieces of prefabricated panels between and its both sides be connected to respectively positioned at outermost two pieces
On prefabricated panel, the top surface of the top board is flushed with the top surface positioned at outermost two pieces of prefabricated panels, side wall steel mesh reinforcement position
Inside prefabricated panel, the perpendicular muscle upper and lower ends of the side wall steel mesh reinforcement in the longer prefabricated panel of length can respectively from this
Prefabricated panel correspondence top board stretches out with the position of base plate and extend into top board with the perpendicular muscle anchored end of formation in base plate so that this is prefabricated
Wallboard is fixed together respectively with top board and base plate, the perpendicular muscle of the side wall steel mesh reinforcement in the shorter prefabricated panel of length
Upper and lower ends can stretch out respectively from the upper and lower ends of the prefabricated panel and extend into top board with the perpendicular muscle anchored end of formation in base plate
So that the prefabricated panel is fixed together respectively with top board and base plate.Side wall is precast construction, can be by making in advance
Prefabricated panel, carries out at the scene splicing assembling, reduces difficulty of construction, while the perpendicular muscle anchored end in two pieces of prefabricated panels is stretched
Enter in top board and base plate, increased side wall and top board and the bonding strength of base plate, it is less damaged.
Used as optimization, the perpendicular muscle anchored end is any one in crotch structure or pier nose structure.According to construction technology and
Live processing conditionss select one of which structure, simple structure to make easy.
As optimization, be provided with the base plate between the upper and lower every and parallel to two pieces of base plate nets of base plate place plane
Shape reinforcing bar, the horizontal bar two ends extended transversely in base plate steel mesh reinforcement are formed with horizontal bar anchored end, and top is provided with the top board
Plate steel mesh reinforcement, top board steel mesh reinforcement include upper and lower interval setting and the upper steel mesh reinforcement parallel to top board place plane and
Lower steel mesh reinforcement, lower steel mesh reinforcement includes the polylith bar shaped steel mesh reinforcement for being located at piping lane top respectively and extending longitudinally,
The horizontal bar two ends extended transversely respectively in upper steel mesh reinforcement and bar shaped steel mesh reinforcement are formed with horizontal bar anchored end.So can be right
Top board and base plate are integrally poured, and improve the intensity of top board and base plate, and non-deformability is improved, and reduce further
With the generation of side wall junction crackle.
Used as optimization, the horizontal bar anchored end is any one in crotch structure or pier nose structure.According to construction technology and
Live processing conditionss select one of which structure, simple structure to make easy.
In sum, the beneficial effects of the present invention is：Present configuration is simple, easy construction, increased side wall difference
Bonding strength between base plate and top board, reduces junction crackle and produces, it is to avoid hydrops are entered in piping lane by crackle
Equipment is caused to damage in portion.
Description of the drawings
In order that the purpose of invention, technical scheme and advantage are clearer, the present invention is made into one below in conjunction with accompanying drawing
The detailed description of step, wherein：
Fig. 1 is the sectional view of the embodiment of the present invention 1；
Fig. 2 is the sectional view of the embodiment of the present invention 2.
Specific embodiment
Below in conjunction with the accompanying drawings the present invention is described in further detail.
Embodiment 1
As shown in figure 1, a kind of underground pipe gallery structure in this specific embodiment, including top board 1, base plate 2 and transversely
4 surface side walls of setting are spaced, the space between top board 1 and base plate 2 is divided into 3 piping lanes, the inside of side wall by 4 surface side walls
Side wall steel mesh reinforcement 4 is provided with, the perpendicular muscle upper and lower ends of side wall steel mesh reinforcement 4 can stretch out respectively from side wall and correspond to respectively
It extend in top board 1 and base plate 2 and forms perpendicular muscle anchored end 5 so that the side wall is fixed together with top board 1 and base plate 2.
In this specific embodiment, side wall described in per face includes two block gaps and the prefabricated panel 3 be arrangeding in parallel, and two pieces pre-
It is fixed together by connector between wallboard processed 3, between two pieces of prefabricated panels 3 concrete sandwich has also been poured, is located at
The upper and lower ends of the prefabricated panel 3 in outermost two sides side wall in the outer part are longer than respectively the upper and lower ends of remaining prefabricated panel 3,
The base plate 2 be located at outermost two pieces of prefabricated panels 3 between and its both sides be connected to respectively it is prefabricated positioned at outermost two pieces
On wallboard 3, the bottom surface of the base plate 2 flushes with the bottom surface positioned at outermost two pieces of prefabricated panels 3, remaining prefabricated panel 3
Bottom is respectively placed in the top of the base plate 2, and the top board 1 is located between outermost two pieces of prefabricated panels 3 and its both sides point
Be not connected on outermost two pieces of prefabricated panels 3, the top surface of the top board 1 be located at outermost two pieces of prefabricated panels
3 top surface is flushed, and side wall steel mesh reinforcement 4 is located inside prefabricated panel 3, and the side wall in the longer prefabricated panel 3 of length is netted
Top can be stretched out and be extend into the perpendicular muscle upper and lower ends of reinforcing bar 4 from the correspondence top board 1 of prefabricated panel 3 with the position of base plate 2 respectively
Perpendicular muscle anchored end 5 is formed in plate 1 and base plate 2 so that the prefabricated panel 3 is fixed together respectively with top board 1 and base plate 2, position
The perpendicular muscle upper and lower ends of the side wall steel mesh reinforcement 4 in the shorter prefabricated panel 3 of length can respectively from the upper and lower of the prefabricated panel 3
Two ends stretch out and extend in top board 1 and base plate 2 form perpendicular muscle anchored end 5 so that the prefabricated panel 3 respectively with top board 1 and base plate
2 are fixed together.
In this specific embodiment, the perpendicular muscle anchored end 5 is crotch structure.
In this specific embodiment, be provided with the base plate 2 between the upper and lower every and parallel to the place plane of the base plate 2
Two blocks of base plate steel mesh reinforcements 6, the horizontal bar two ends extended transversely in base plate steel mesh reinforcement 6 are formed with horizontal bar anchored end 7, the top
Top board steel mesh reinforcement is provided with plate 1, top board steel mesh reinforcement includes upper and lower interval setting and parallel to top board place plane
Upper steel mesh reinforcement 8 and lower steel mesh reinforcement, lower steel mesh reinforcement include respectively be located at the piping lane top and extend longitudinally it is many
The horizontal bar two ends extended transversely respectively in block bar shaped steel mesh reinforcement 9, upper steel mesh reinforcement 8 and bar shaped steel mesh reinforcement 9 are formed with horizontal stroke
Muscle anchored end 7.
In this specific embodiment, the horizontal bar anchored end 7 is crotch structure.
During being embodied as, it is made up of the multistage of longitudinal direction per surface side wall and adjacent two sections of side walls is by fixing
Part connects, and the fixture both sides are respectively protruding in the concrete sandwich of connected side wall.
The fixture includes vertically spaced multigroup overlap joint reinforcing bar, and per group of overlap joint reinforcing bar includes two L
Steel bar, two L-type steel muscle right angle sections are respectively positioned in the concrete sandwich of same section of side wall, two L-type steel muscle, one termination point
Wei Yu not be in two prefabricated panels of this section of side wall, another termination of two L-type steel muscle enters another section of adjacent side wall simultaneously
Concrete sandwich in so that adjacent two sections of side walls to be fixedly connected.
In this embodiment, the face height of side wall positioned at the rightmost side will be less than the height of remaining side wall, then
In an adjacent face, the position of one face side wall apical side height of the correspondence of prefabricated panel 3 rightmost side of side wall is offered along side wall length side
To the bar hole for extending, the top board one end on the side wall is overlapped on the side wall on the most right side, and the other end is overlapped in bar hole.
Embodiment 2
As shown in Fig. 2 as another specific embodiment of the present invention, wherein the perpendicular muscle anchored end 5 is pier nose structure,
The horizontal bar anchored end 7 is pier nose structure.
During being embodied as, it is made up of the multistage of longitudinal direction per surface side wall and adjacent two sections of side walls is by fixing
Part connects, and the fixture both sides are respectively protruding in the concrete sandwich of connected side wall.
The fixture includes vertically extended overlap joint steel reinforcement cage, overlap steel reinforcement cage rectangular cross-section and
Centrage is located at the institute of the seam of adjacent two sections of side walls in the plane.
Finally illustrate, above example is only unrestricted to illustrate technical scheme, although by ginseng
According to the preferred embodiments of the present invention, invention has been described, it should be appreciated by those of ordinary skill in the art that can
To it to make various changes in the form and details, without departing from the present invention that appended claims are limited
Spirit and scope.
Claims (5)
1. a kind of underground pipe gallery structure, including the N surface sides wall of top board, base plate and laterally spaced spread configuration, N surface sides wall
Space between top board and base plate is divided into into N-1 piping lane, N is >=2 natural number, side wall to be internally provided with side wall netted
Reinforcing bar, it is characterised in that：The perpendicular muscle upper and lower ends of side wall steel mesh reinforcement can stretch out respectively from side wall and correspond to respectively and stretch into
Perpendicular muscle anchored end is formed in top board and base plate so that the side wall is fixed together with top board and base plate.
2. a kind of underground pipe gallery structure according to claim 1, it is characterised in that：Side wall includes two pieces described in per face
Interval and the prefabricated panel be arrangeding in parallel, are fixed together, two pieces of dry walls between two pieces of prefabricated panels by connector
Concrete sandwich is also poured between plate, the upper and lower ends difference of the prefabricated panel in outermost two sides side wall in the outer part
It is longer than the upper and lower ends of remaining prefabricated panel, the base plate is located between outermost two pieces of prefabricated panels and its both sides is supported respectively
Be connected on outermost two pieces of prefabricated panels, the bottom surface of the base plate be located at outermost two pieces of prefabricated panels bottom surface
Flush, the bottom of remaining prefabricated panel is respectively placed in the top of the base plate, the top board is located at outermost two pieces of dry walls
Between plate and its both sides are connected to respectively on outermost two pieces of prefabricated panels, the top surface of the top board be located at outermost
The top surface of two pieces of prefabricated panels flush, side wall steel mesh reinforcement is located inside prefabricated panel, in the longer prefabricated panel of length
The perpendicular muscle upper and lower ends of side wall steel mesh reinforcement can stretch out and stretch with the position of base plate from prefabricated panel correspondence top board respectively
Enter to form perpendicular muscle anchored end in top board and base plate so that the prefabricated panel is fixed together respectively with top board and base plate, position
The perpendicular muscle upper and lower ends of the side wall steel mesh reinforcement in the shorter prefabricated panel of length can respectively from up and down the two of the prefabricated panel
Stretch out and extend into and form perpendicular muscle anchored end in top board and base plate so that the prefabricated panel fixes company with top board and base plate respectively in end
It is connected together.
3. a kind of underground pipe gallery structure according to any one of claim 1 or 2, it is characterised in that：The perpendicular muscle
Anchored end is any one in crotch structure or pier nose structure.
4. a kind of underground pipe gallery structure according to claim 1, it is characterised in that：It is provided with the base plate up and down
It is spaced and parallel to two blocks of base plate steel mesh reinforcements of base plate place plane, the horizontal bar extended transversely in base plate steel mesh reinforcement
Two ends are formed with horizontal bar anchored end, are provided with top board steel mesh reinforcement in the top board, and top board steel mesh reinforcement is included between the upper and lower every setting
Put and the upper steel mesh reinforcement parallel to top board place plane and lower steel mesh reinforcement, lower steel mesh reinforcement is included respectively positioned at described
Piping lane top and the polylith bar shaped steel mesh reinforcement for extending longitudinally, transversely prolong respectively in upper steel mesh reinforcement and bar shaped steel mesh reinforcement
The horizontal bar two ends stretched are formed with horizontal bar anchored end.
5. a kind of underground pipe gallery structure according to claim 4, it is characterised in that：The horizontal bar anchored end is crotch
In structure or pier nose structure any one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710056075.5A CN106677210B (en) | 2017-01-25 | 2017-01-25 | A kind of underground pipe gallery structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710056075.5A CN106677210B (en) | 2017-01-25 | 2017-01-25 | A kind of underground pipe gallery structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106677210A true CN106677210A (en) | 2017-05-17 |
| CN106677210B CN106677210B (en) | 2019-09-06 |
Family
ID=58860159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710056075.5A Active CN106677210B (en) | 2017-01-25 | 2017-01-25 | A kind of underground pipe gallery structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106677210B (en) |
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| CN106013228A (en) * | 2016-06-24 | 2016-10-12 | 中国建筑股份有限公司 | Overlapping integral type prefabricated assembly structure for comprehensive pipe gallery and construction method thereof |
| CN106245674A (en) * | 2016-08-01 | 2016-12-21 | 中建五局第三建设有限公司 | Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof |
| CN206438537U (en) * | 2017-01-25 | 2017-08-25 | 中冶建工集团有限公司 | underground pipe gallery structure |
-
2017
- 2017-01-25 CN CN201710056075.5A patent/CN106677210B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100824833B1 (en) * | 2006-09-13 | 2008-04-23 | 이수호 | The Prefabricated Precast Concrete Culvert Connecting By Inserting Steel Rod Into Ring. |
| KR101457877B1 (en) * | 2014-05-16 | 2014-11-07 | 고현 | Assembled push pipe and underground structure construction method therewith |
| CN104166054A (en) * | 2014-06-30 | 2014-11-26 | 成都点阵科技有限公司 | Air radio monitoring system based on multi-rotor robot |
| CN205205857U (en) * | 2015-08-06 | 2016-05-04 | 黑龙江宇辉新型建筑材料有限公司 | Integral concrete utility tunnel of prefabricated assembly |
| CN105839666A (en) * | 2016-06-03 | 2016-08-10 | 长沙远大住宅工业集团股份有限公司 | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof |
| CN106013228A (en) * | 2016-06-24 | 2016-10-12 | 中国建筑股份有限公司 | Overlapping integral type prefabricated assembly structure for comprehensive pipe gallery and construction method thereof |
| CN106245674A (en) * | 2016-08-01 | 2016-12-21 | 中建五局第三建设有限公司 | Hollow wallboard mixed prefabricated assembly type comprehensive pipe gallery and construction method thereof |
| CN206438537U (en) * | 2017-01-25 | 2017-08-25 | 中冶建工集团有限公司 | underground pipe gallery structure |
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| Publication number | Publication date |
|---|---|
| CN106677210B (en) | 2019-09-06 |
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