CN206438537U - underground pipe gallery structure - Google Patents
underground pipe gallery structure Download PDFInfo
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- CN206438537U CN206438537U CN201720096626.6U CN201720096626U CN206438537U CN 206438537 U CN206438537 U CN 206438537U CN 201720096626 U CN201720096626 U CN 201720096626U CN 206438537 U CN206438537 U CN 206438537U
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- bottom plate
- side wall
- top plate
- steel mesh
- mesh reinforcement
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Abstract
The utility model discloses a kind of underground pipe gallery structure, N surface sides wall including top plate, bottom plate and laterally spaced spread configuration, space between top plate and bottom plate is divided into 1 piping lane of N by N surface sides wall, N is >=2 natural number, side wall is internally provided with side wall steel mesh reinforcement, and the perpendicular muscle upper and lower ends of side wall steel mesh reinforcement can stretch out out of side wall and correspond to extend into top plate and bottom plate respectively respectively forms perpendicular muscle anchored end so that the side wall is fixed together with top plate and bottom plate.The utility model is simple in construction, easy construction, adds bonding strength of the side wall respectively between bottom plate and top plate, reduces junction crackle generation, it is to avoid ponding is entered inside piping lane by crackle and equipment is caused to damage.
Description
Technical field
The utility model is related 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
Lay included in the municipal pipelines such as electricity convergence union, and the facilities such as special access hole, dog-house are set, it is unified to build pipe
Reason, saves pipeline itself independent structures and earth excavation, effectively intensive can utilize space resources.Its advantage is：
Once excavate, concentrate construction, it is to avoid same section repeats to excavate；Greatly facilitate the cities such as electric power, communication, combustion gas, water supply and sewage
The maintenance and maintenance of political affairs facility, reduce the expense repeatedly overhauled on road surface and the maintenance cost of utilities pipeline, maintain road surface
The durability of integrality 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, is effectively utilized the space under road, has saved urban land.
Underground pipe gallery structure common at present, its usual side wall is molded with top plate and bottom plate using one-time-concreting 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 be permeated into piping lane, causes piping lane internal water accumulation.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is：How a kind of energy is provided
Enough the bonding strength of increase side wall respectively between bottom plate and top plate, reduces the underground pipe gallery knot that junction crackle is produced
Structure.
In order to solve the above-mentioned technical problem, the utility model employs following technical scheme：
A kind of underground pipe gallery structure, includes the N surface sides wall of top plate, bottom plate and laterally spaced spread configuration, N surface sides
Space between top plate and bottom plate is divided into N-1 piping lane by wall, N is >=2 natural number, and side wall is internally provided with side wall net
Shape reinforcing bar, it is characterised in that：The perpendicular muscle upper and lower ends of side wall steel mesh reinforcement can stretch out out of side wall and correspond to respectively and stretch respectively
Enter into top plate and bottom plate to be formed perpendicular muscle anchored end so that the side wall is fixed together with top plate and bottom plate.
In the utility model, the perpendicular muscle in the side wall steel mesh reinforcement in side wall stretches out side wall and divided in top plate and bottom plate
Muscle anchored end Xing Cheng not be erected, after concrete setting, perpendicular muscle anchored end has just been embedded in bottom plate and top plate, and which improves side
Wall and bottom plate and the bonding strength of top plate, reduce the generation of side wall and bottom plate and top plate junction crackle, and then can not make outer
The ponding on boundary is entered in piping lane by crackle and equipment in piping lane is caused to damage.
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 prefabricated panel in the wall of surface side in the outer part are longer than the upper and lower ends of remaining prefabricated panel respectively, and the bottom plate is located at
Between outermost two pieces of prefabricated panels and its both sides are connected on outermost two pieces of prefabricated panels respectively, the bottom plate
Bottom surface flushed with positioned at the bottom surfaces of outermost two pieces of prefabricated panels, the bottom of remaining prefabricated panel is respectively placed in the bottom plate
Top, the top plate 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 plate 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 be respectively from this
The position of prefabricated panel correspondence top plate and bottom plate is stretched out and extend into top plate with forming perpendicular muscle anchored end in bottom plate so that this is prefabricated
Wallboard is fixed together with top plate and bottom plate respectively, the perpendicular muscle of the side wall steel mesh reinforcement in the shorter prefabricated panel of length
Upper and lower ends can stretch out from the upper and lower ends of the prefabricated panel and extend into top plate with forming perpendicular muscle anchored end in bottom plate respectively
So that the prefabricated panel is fixed together with top plate and bottom plate respectively.Side wall is precast construction, can be by making in advance
Prefabricated panel, carries out splicing assembling, difficulty of construction is reduced, while the perpendicular muscle anchored end in two pieces of prefabricated panels is stretched at the scene
Enter into top plate and bottom plate, add side wall and top plate and the bonding strength of bottom plate, it is less damaged.
As optimization, the perpendicular muscle anchored end is any one in crotch structure or pier nose structure.According to construction technology and
Live processing conditions selects one of which structure, simple in construction, makes easy.
As optimization, be provided with the bottom plate between the upper and lower every and parallel to plane where the bottom plate two pieces of bottom plate nets
The horizontal bar two ends extended transversely in shape reinforcing bar, bottom plate steel mesh reinforcement are formed with horizontal bar anchored end, the top plate and are provided with top
Plate steel mesh reinforcement, top plate steel mesh reinforcement include being arranged at intervals up and down and the upper steel mesh reinforcement parallel to plane where the top plate and
Lower steel mesh reinforcement, lower steel mesh reinforcement includes being located at the polylith bar shaped steel mesh reinforcement above the piping lane and extended longitudinally respectively,
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 plate and bottom plate are integrally poured, and improve the intensity of top plate and bottom plate, and non-deformability is improved, and reduce further
With the generation of side wall junction crackle.
As optimization, the horizontal bar anchored end is any one in crotch structure or pier nose structure.According to construction technology and
Live processing conditions selects one of which structure, simple in construction, makes easy.
In summary, the beneficial effects of the utility model are：The utility model is simple in construction, easy construction, adds
The bonding strength of side wall respectively between bottom plate and top plate, reduces junction crackle generation, it is to avoid ponding is entered by crackle
Equipment is caused inside to piping lane to damage.
Brief description of the drawings
In order that the purpose, technical scheme and advantage of utility model are clearer, it is new to this practicality below in conjunction with accompanying drawing
Type is described in further detail, wherein：
Fig. 1 is the sectional view of the utility model embodiment 1；
Fig. 2 is the sectional view of the utility model embodiment 2.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
Embodiment 1
As shown in figure 1, the underground pipe gallery structure in present embodiment, including top plate 1, bottom plate 2 and transversely
4 surface side walls of setting are spaced, the space between top plate 1 and bottom 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 out of side wall and correspond to respectively respectively
It extend into top plate 1 and bottom plate 2 and forms perpendicular muscle anchored end 5 so that the side wall is fixed together with top plate 1 and bottom plate 2.
In present 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 between wallboard 3 processed by connector, has also poured concrete sandwich between two pieces of prefabricated panels 3, be located at
The upper and lower ends of prefabricated panel 3 in outermost two sides side wall in the outer part are longer than the upper and lower ends of remaining prefabricated panel 3 respectively,
The bottom 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 bottom plate 2 is flushed 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 bottom plate 2, and the top plate 1 is located between outermost two pieces of prefabricated panels 3 and its both sides point
It is not connected on outermost two pieces of prefabricated panels 3, the top surface of the top plate 1 is with being 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
The perpendicular muscle upper and lower ends of reinforcing bar 4 can stretch out from the position of the prefabricated panel 3 correspondence top plate 1 and bottom plate 2 and extend into top respectively
Perpendicular muscle anchored end 5 is formed in plate 1 and bottom plate 2 so that the prefabricated panel 3 is fixed together with top plate 1 and bottom plate 2 respectively, position
Can be respectively from the prefabricated panel about 3 in the perpendicular muscle upper and lower ends of the side wall steel mesh reinforcement 4 in the shorter prefabricated panel 3 of length
Two ends stretch out and extend into top plate 1 and bottom plate 2 form perpendicular muscle anchored end 5 so that the prefabricated panel 3 respectively with top plate 1 and bottom plate
2 are fixed together.
In present embodiment, the perpendicular muscle anchored end 5 is crotch structure.
In present embodiment, it is provided with the bottom plate 2 between the upper and lower every and parallel to the place plane of bottom plate 2
The horizontal bar two ends extended transversely in two blocks of bottom plate steel mesh reinforcements 6, bottom plate steel mesh reinforcement 6 are formed with horizontal bar anchored end 7, the top
Top plate steel mesh reinforcement is provided with plate 1, top plate steel mesh reinforcement includes being arranged at intervals up and down and parallel to plane where the top plate
Upper steel mesh reinforcement 8 and lower steel mesh reinforcement, lower steel mesh reinforcement include respectively be located at the piping lane above 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 present embodiment, the horizontal bar anchored end 7 is crotch structure.
During specific implementation, it is made up of per surface side wall the multistage of longitudinal direction and adjacent two sections of side walls passes through fixation
Part is connected, and the fixture both sides are respectively protruding into the concrete sandwich of connected side wall.
The fixture includes vertically spaced multigroup overlap joint reinforcing bar, and every 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 of extension, top plate 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 embodiment of the present utility model, wherein the perpendicular muscle anchored end 5 is
Pier nose structure, the horizontal bar anchored end 7 is pier nose structure.
During specific implementation, it is made up of per surface side wall the multistage of longitudinal direction and adjacent two sections of side walls passes through fixation
Part is connected, and the fixture both sides are respectively protruding into 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
Center line 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 the technical solution of the utility model, although logical
Cross and the utility model is described with reference to preferred embodiment of the present utility model, but one of ordinary skill in the art
It should be appreciated that various changes can be made to it in the form and details, without departing from appended claims institute
The spirit and scope of the present utility model limited.
Claims (5)
1. a kind of underground pipe gallery structure, includes the N surface sides wall of top plate, bottom plate and laterally spaced spread configuration, N surface sides wall
Space between top plate and bottom plate is divided 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 out of side wall and correspond to respectively respectively to be stretched into
Perpendicular muscle anchored end is formed in top plate and bottom plate so that the side wall is fixed together with top plate and bottom plate.
2. underground pipe gallery structure according to claim 1, it is characterised in that：Side wall includes two block gaps described in per face
And the prefabricated panel be arrangeding in parallel, be fixed together by connector between two pieces of prefabricated panels, two pieces of prefabricated panels it
Between also poured concrete sandwich, the upper and lower ends of the prefabricated panel in outermost two sides side wall in the outer part are longer than respectively
The upper and lower ends of remaining prefabricated panel, the bottom plate is located between outermost two pieces of prefabricated panels and its both sides is connected to respectively
On outermost two pieces of prefabricated panels, the bottom surface of the bottom plate and the bottom surface for being located at outermost two pieces of prefabricated panels are neat
Flat, the bottom of remaining prefabricated panel is respectively placed in the top of the bottom plate, and the top plate is located at outermost two pieces of prefabricated panels
Between and its both sides be connected to respectively on outermost two pieces of prefabricated panels, the top surface of the top plate with positioned at outermost
The top surface of two pieces of prefabricated panels is flushed, and 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 into from the position of prefabricated panel correspondence top plate and bottom plate respectively
To top plate with forming perpendicular muscle anchored end in bottom plate so that the prefabricated panel is fixed together with top plate and bottom plate respectively, it is located at
The perpendicular muscle upper and lower ends of side wall steel mesh reinforcement in the shorter prefabricated panel of length can be respectively from the upper and lower ends of the prefabricated panel
Stretch out and extend into top plate with forming perpendicular muscle anchored end in bottom plate so that the prefabricated panel is fixedly connected with top plate and bottom plate respectively
Together.
3. the underground pipe gallery structure according to any one of claim 1 or 2, it is characterised in that：The perpendicular muscle anchoring
Hold as any one in crotch structure or pier nose structure.
4. underground pipe gallery structure according to claim 1, it is characterised in that：Be provided with the bottom plate between the upper and lower every
And parallel to two blocks of bottom plate steel mesh reinforcements of plane where the bottom plate, the horizontal bar two ends extended transversely in bottom plate steel mesh reinforcement
Be formed with horizontal bar anchored end, the top plate and be provided with top plate steel mesh reinforcement, top plate steel mesh reinforcement include up and down be arranged at intervals and
Parallel to the upper steel mesh reinforcement and lower steel mesh reinforcement of plane where the top plate, lower steel mesh reinforcement includes being located at the piping lane respectively
Extended transversely respectively in top and the polylith bar shaped steel mesh reinforcement extended longitudinally, upper steel mesh reinforcement and bar shaped steel mesh reinforcement
Horizontal bar two ends are formed with horizontal bar anchored end.
5. underground pipe gallery structure according to claim 4, it is characterised in that：The horizontal bar anchored end is crotch structure
Or any one in pier nose structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720096626.6U CN206438537U (en) | 2017-01-25 | 2017-01-25 | underground pipe gallery structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720096626.6U CN206438537U (en) | 2017-01-25 | 2017-01-25 | underground pipe gallery structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438537U true CN206438537U (en) | 2017-08-25 |
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ID=59636732
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720096626.6U Active CN206438537U (en) | 2017-01-25 | 2017-01-25 | underground pipe gallery structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN206438537U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677210A (en) * | 2017-01-25 | 2017-05-17 | 中冶建工集团有限公司 | Underground comprehensive pipe gallery structure |
-
2017
- 2017-01-25 CN CN201720096626.6U patent/CN206438537U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677210A (en) * | 2017-01-25 | 2017-05-17 | 中冶建工集团有限公司 | Underground comprehensive pipe gallery structure |
| CN106677210B (en) * | 2017-01-25 | 2019-09-06 | 中冶建工集团有限公司 | A kind of underground pipe gallery structure |
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