CN211037215U - Water inlet and outlet structure of large-scale outer packing building - Google Patents
Water inlet and outlet structure of large-scale outer packing building Download PDFInfo
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- CN211037215U CN211037215U CN201921803946.6U CN201921803946U CN211037215U CN 211037215 U CN211037215 U CN 211037215U CN 201921803946 U CN201921803946 U CN 201921803946U CN 211037215 U CN211037215 U CN 211037215U
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Abstract
The utility model provides a water inlet and outlet structure of a large-scale external packing building, which comprises an inlet and outlet pipeline, a vertical pipe, a falling plate and girder lowering area, a building external wall, an inspection well, a girder below the external wall, a girder below an external packing material, a first-floor indoor structural plate and a structural plate; the beam under the outer wall, the beam under the outer packing material and the structural plate are connected with each other through structural plates, the beam under the outer wall, the beam under the outer packing material and the structural plates are lowered by 1 meter relative to the indoor structural plates of the first floor in a local area provided with the house access pipeline to form a sunken falling plate and beam area, the house access pipeline is laid in the falling plate and beam area, one end of the house access pipeline is communicated with the access well, and the other end of the house access pipeline penetrates through the outer wall of the building and is communicated with the vertical pipe. The utility model discloses the effectual collision of extranal packing foundation beam and plumbing business turn over household pipeline on the elevation of having solved has reached simultaneously again and has carried out unified management, the purpose of convenient maintenance to drainage pipe.
Description
Technical Field
The utility model relates to a building pipe-line system field specifically relates to a business turn over water structure of large-scale extranal packing building.
Background
The single building in the large-scale amusement park has strong entertainment, multiple building functions and relatively complex water supply and drainage pipeline system, so that the water supply and drainage pipelines of the single building are more in number; on the other hand, because of the requirement of visual effect of building appearance, the decoration and packaging styles of the building facade are various, and the modeling is novel, so that in order to prevent the settlement of the single building, the structural foundation beam at the building single outer wall and below the outer packaging material is high, and the beam bottom is buried deeply, which is unfavorable for the arrangement and the laying of the water supply and drainage household inlet and outlet pipelines.
On the whole, the water supply and drainage household inlet and outlet pipelines are more, the outer wall and the outer package foundation beam are high and deep, and if the water supply and drainage household inlet and outlet pipelines directly penetrate the beam, the stability of the structure is not facilitated; if the beam is not penetrated and the foundation beam is directly laid under the foundation beam, the buried depth of the pipeline is too large, the construction difficulty is large, the pipeline is inconvenient to maintain and overhaul in the future, and the engineering earthwork amount is large during construction, so that the cost is high and the method is not economical.
In a single building in a large-scale amusement park, a plurality of water supply and drainage household inlet and outlet pipelines are arranged, and the foundation beam at the outer wall and the outer package is higher, so that the beam collides with the water supply and drainage household inlet and outlet pipelines. In order to ensure the stability of the building structure and prevent the building from settling, the house inlet and outlet pipelines are prevented from directly crossing the beam for laying.
SUMMERY OF THE UTILITY MODEL
Defect to among the prior art, the utility model aims at providing a business turn over water structure of large-scale extranal packing building, the utility model discloses the effectual extranal packing foundation beam of having solved and the collision of plumbing business turn over household pipeline have reached simultaneously again and have carried out unified management, the purpose of convenient maintenance to drainage pipe.
According to one aspect of the utility model, a water inlet and outlet structure of a large-scale outer packing building is provided, which comprises an inlet and outlet pipeline (1), a vertical pipe (2), a falling plate and beam falling area (3), a building outer wall (4), an inspection well (5), a beam (7) under the outer wall, a beam (8) under the outer packing material, a first-floor indoor structural plate (9) and a structural plate (11); the beam (7) under the outer wall and the beam (8) under the outer packing material are connected with a structural plate (11), the beam (7) under the outer wall, the beam (8) under the outer packing material and the structural plate (11) are lowered by 1 meter in a local area provided with the house access pipeline (1) relative to the indoor structural plate (9) of the first floor to form a sunken floor lowering beam area (3), the house access pipeline (1) is laid in the floor lowering beam area (3), one end of the house access pipeline (1) is communicated with the maintenance well (5), and the other end of the house access pipeline penetrates through the outer wall (4) of the building to be communicated with the vertical pipe (2). The beams under the outer wall, the beams under the single outer package and the local area of the structural plate are lowered by 1 meter together, so that space is reserved for laying of the indoor and outdoor pipelines.
Preferably, the house in and out pipeline (1) is provided with a plurality of pipelines.
Preferably, when 1 in-out house pipeline (1) is arranged, the width of the beam descending area (3) of the descending plate is 1.00 m; when 2 in-out pipelines (1) are arranged, the width of the plate-descending beam-descending area (3) is 1.20 m; when 3 in-out pipelines (1) are arranged, the width of the beam descending area (3) is 1.50 m; when 4 in-out pipes (1) are arranged, the width of the beam descending area (3) is 1.80 m. The width of the local beam and the plate is determined according to the number of the in-out pipes, and when one in-out pipe is arranged, the width of the beam and the plate is 1.00 m; when two house in and out pipelines are provided, the width of the lowering beam and the lowering plate is 1.20 meters; when three in-out pipelines exist, the widths of the lowering beams and the lowering plates are 1.50 m; when 4 in-out pipes exist, the width of the lowering beam and the lowering plate is 1.80 m.
Preferably, the building outer wall (4) is provided with an opening through which the indoor and outdoor pipelines (1) pass, and the opening is internally provided with a waterproof sleeve (6).
Preferably, the waterproof casing (6) is sleeved on the pipe wall of the house entering and exiting pipeline (1).
Preferably, the beam (7) below the outer wall, the beam (8) below the outer packaging material, the structural plate (11) and the first-floor indoor structural plate (9) are poured into a whole.
Preferably, the elevation of the in-and-out-of-house pipeline (1) is-0.95 meter. The elevation of the in-out house pipeline can be unified to-0.95 meter, so that the pipeline is prevented from directly penetrating through the beam, and the unified management and maintenance of the in-out house pipeline are facilitated.
Preferably, the in-out pipeline (1) comprises a water supply pipeline, a drainage pipeline, a fire fighting pipeline and a domestic sewage service pipeline, the buried depth in the water supply pipeline is at least 0.80 meter, the buried depth at the bottom of the drainage pipeline is at least 0.55 meter, and the buried depth in the fire fighting pipeline is at least 0.95 meter. The house inlet and outlet pipeline (1) comprises other pipelines needing to enter and exit a house besides a water supply pipeline, a drainage pipeline, a fire-fighting pipeline and a domestic sewage house-service pipeline.
Taking Shandong tobacco terrace area as an example, when the depth of a local freezing line is 0.50 m, according to the design specification of water supply and drainage of buildings and the technical specification requirements of fire water supply and hydrant systems, the minimum soil covering depth of the pipe top of a water supply pipeline is not less than 0.15 m below the soil freezing line; the buried depth of the domestic sewage service pipe is not higher than 0.15 m above the soil freezing line, the soil covering depth is not less than 0.30 m, and when a buried plastic pipe is adopted, the buried depth of the discharge pipe is not higher than 0.50 m above the soil freezing line; the minimum covering soil on the top of the buried metal fire pipeline is at least 0.30 m below a freezing line, and the covering soil on the top of the pipeline is not less than 0.70 m. According to the above specifications, the buried depth in the water supply pipeline is at least 0.80 m, the buried depth at the bottom of the drainage pipeline is at least 0.55 m, and the buried depth in the fire fighting pipeline is at least 0.95 m.
Preferably, the plate and beam lowering area (3) is backfilled by adopting soil covering to form the outdoor terrace (10).
Preferably, the riser (2) is laid along the inner wall of the building outer wall (4) and is connected with an indoor piping system.
The indoor and outdoor height difference of a common building monomer is-0.10 m, the height of a structural beam at a concrete outer wall is 0.8-1 m, and the top elevation of the beam below the outer wall is-0.10 m; the beam height under the outer packing material is 0.8-1 meter, the beam top elevation is-0.10 meter, the beam under the outer wall, the beam under the outer packing material and the indoor structural slab have the same elevation, because the beam at the outer wall of the building and the beam at the outer packing are higher, the beams collide with the water supply and drainage and fire-fighting house-entering pipelines at the elevation, after coordinating with the structural speciality, the beam under the outer wall, the beam under the single outer packing and the structural slab between the two beams are reduced to the beam top elevation of-1.10 meters in the local area where the house-in and house-out pipelines are arranged, and the house-in and house-out pipelines are laid between-0.10 meter and-1.10 meters. The locally reduced plates and beams and the peripheral non-reduced plates and beams form grooves, which are beneficial to laying water supply and drainage and fire-fighting service-entering pipelines
The utility model discloses (take Shandong tobacco platform area as an example) bury ground in the pipe elevation of business turn over household's pipeline and be 0.95 meters, and the roof beam under the outer wall highly concentrates on 0.8 ~ 1.0 meters with roof beam (extranal packing structure molding is complicated, various, and the roof beam height under it is higher) under the extranal wall, and it has the collision on the elevation with burying ground business turn over household's pipeline. Therefore, the top elevation of the beam under the building outer wall, the top elevation of the beam under the outer packaging material and the top elevation of the structural slab are uniformly reduced to-1.10 m. Meanwhile, the top elevation of the structural slab at the position 1.0 meter away from the outer wall in the room is also reduced to-1.10 meters, so that the elevation of the indoor and outdoor pipelines is positioned above the structural slab, and the unified maintenance and management of the pipelines in the future are facilitated. After the in-out house pipeline is laid, the in-out house pipeline is connected with an outdoor maintenance well, and meanwhile, after the pipeline is laid, the structural slab descending beam area is backfilled by adopting soil covering.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model relates to a water inlet and outlet structure of a large-scale external packing building, which effectively solves the collision between an external packing foundation beam and a water supply and drainage household inlet and outlet pipeline, and simultaneously achieves the purposes of unified management of the water supply and drainage pipeline and convenient maintenance;
(2) the utility model relates to a water inlet and outlet structure of large-scale outer packing building, the elevation of the inlet and outlet pipes can be unified to-0.95 meter, thus not only avoiding the pipes from directly penetrating the beam, but also facilitating the unified management and maintenance of the inlet and outlet pipes;
(3) the utility model relates to a water inlet and outlet structure of large-scale external packing building, reduce 1 meter with the local region of roof beam, roof beam and the structural slab under the monomer extranal packing below the outer wall together, reserve the space for laying of business turn over house pipeline, make business turn over house pipeline not wear the roof beam, can not cause the stability of building structure to influence, lay under the foundation beam yet, can not cause the buried depth of pipeline too big, the construction degree of difficulty is big scheduling problem;
(4) the utility model relates to a water inlet and outlet structure of a large-scale external packing building, which ensures the stability of the building structure, prevents the building from settling and avoids the direct crossing of the house inlet and outlet pipeline through the beam for laying;
(5) the utility model relates to a water inlet and outlet structure of a large-scale external packing building, which is suitable for laying 1 or more indoor pipelines, is flexible and changeable and meets various use requirements;
(6) the water inlet and outlet structure of the large-scale external packing building is easy to process and assemble, the engineering earthwork amount is small during construction, the cost is low, and the pipeline is convenient to maintain and overhaul in the future, and is economical and practical;
(7) the utility model relates to a business turn over water structure of large-scale extranal packing building, simple structure, design benefit, effect are showing, the practicality is strong, be fit for promoting on a large scale.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic sectional view of a water inlet and outlet structure of a large-scale external packing building of the present invention;
FIG. 2 is a schematic plan view of the single-tube house of the present invention;
FIG. 3 is a schematic plan view of a double-tube house;
FIG. 4 is a schematic plan view of the three-tube house;
in FIGS. 1-4: the building comprises 1 indoor and outdoor pipelines, 2 vertical pipes, 3 slab descending and beam descending areas, 4 building outer walls, 5 inspection wells, 6 waterproof sleeves, 7 beams under the outer walls, 8 beams under outer packing materials, 9 first-floor indoor structural plates, 10 outdoor terraces and 11 structural plates.
Detailed Description
The present invention will be described in detail with reference to the following embodiments. The following examples will assist those skilled in the art in further understanding the present invention, but are not intended to limit the invention in any way. It should be noted that various changes and modifications can be made by one skilled in the art without departing from the spirit of the invention. These all belong to the protection scope of the present invention.
Examples
The embodiment provides a water inlet and outlet structure of a large-scale outer package building, and the structure of the water inlet and outlet structure is shown in the attached drawings 1-4: the building comprises an in-out house pipeline 1, a vertical pipe 2, a plate lowering and beam lowering area 3, a building outer wall 4, an access well 5, a beam 7 below the outer wall, a beam 8 below an outer packaging material, a first-floor indoor structural plate 9 and a structural plate 11; the structure plate 11 is connected between the beam 7 under the outer wall and the beam 8 under the outer packing material, the beam 7 under the outer wall, the beam 8 under the outer packing material and the structure plate 11 are lowered by 1 meter in a local area provided with the house access pipeline 1 relative to the indoor structure plate 9 of the first floor to form a concave plate lowering and beam lowering area 3, the house access pipeline 1 is laid in the plate lowering and beam lowering area 3, one end of the house access pipeline 1 is communicated with the access well 5, and the other end of the house access pipeline passes through the building outer wall 4 and is communicated with the vertical pipe 2. The beams under the outer wall, the beams under the single outer package and the local area of the structural plate are lowered by 1 meter together, so that space is reserved for laying of the indoor and outdoor pipelines.
Furthermore, a plurality of indoor and outdoor pipelines 1 are arranged.
Further, when 1 house inlet and outlet pipeline 1 is arranged, the width of the plate lowering and beam lowering area 3 is 1.00 m; when 2 in-out pipes 1 are arranged, the width of the plate-descending beam-descending area 3 is 1.20 m; when 3 in-out pipes 1 are arranged, the width of the plate-descending beam-descending area 3 is 1.50 meters; when 4 in-out pipes 1 are arranged, the width of the falling plate and beam falling area 3 is 1.80 meters. The width of the local beam and the plate is determined according to the number of the in-out pipes, and when one in-out pipe is arranged, the width of the beam and the plate is 1.00 m; when two house in and out pipelines are provided, the width of the lowering beam and the lowering plate is 1.20 meters; when three in-out pipelines exist, the widths of the lowering beams and the lowering plates are 1.50 m; when 4 in-out pipes exist, the width of the lowering beam and the lowering plate is 1.80 m.
Furthermore, an opening through which the indoor and outdoor pipelines 1 pass is formed in the building outer wall 4, and a waterproof sleeve 6 is arranged in the opening.
Further, the waterproof sleeve 6 is sleeved on the pipe wall of the house entering and exiting pipeline 1.
Further, the beam 7 under the outer wall, the beam 8 under the outer packing material, the structural plate 11 and the first-floor indoor structural plate 9 are cast into a whole.
Furthermore, the elevation of the in-out house pipeline 1 is-0.95 meter. The elevation of the in-out house pipeline can be unified to-0.95 meter, so that the pipeline is prevented from directly penetrating through the beam, and the unified management and maintenance of the in-out house pipeline are facilitated.
Further, business turn over household pipeline 1 includes water supply pipe, drainage pipe, fire control pipeline, domestic sewage connects household pipeline, the buried depth in the pipe of water supply pipe is 0.80 meters at least, drainage pipe's the pipe bottom buried depth is 0.55 meters at least, the buried depth in the pipe of fire control pipeline is 0.95 meters at least. The house inlet and outlet pipeline 1 comprises other pipelines needing to enter and exit a house besides a water supply pipeline, a drainage pipeline, a fire fighting pipeline and a domestic sewage house-service pipeline.
Taking Shandong tobacco terrace area as an example, when the depth of a local freezing line is 0.50 m, according to the design specification of water supply and drainage of buildings and the technical specification requirements of fire water supply and hydrant systems, the minimum soil covering depth of the pipe top of a water supply pipeline is not less than 0.15 m below the soil freezing line; the buried depth of the domestic sewage service pipe is not higher than 0.15 m above the soil freezing line, the soil covering depth is not less than 0.30 m, and when a buried plastic pipe is adopted, the buried depth of the discharge pipe is not higher than 0.50 m above the soil freezing line; the minimum covering soil on the top of the buried metal fire pipeline is at least 0.30 m below a freezing line, and the covering soil on the top of the buried metal fire pipeline is not less than 0.70 m. The buried depth in the water supply pipeline is at least 0.80 meter, the buried depth at the bottom of the drainage pipeline is at least 0.55 meter, and the buried depth in the fire fighting pipeline is at least 0.95 meter.
Further, the plate and beam lowering area 3 is backfilled by covering soil to form the outdoor terrace 10.
Further, the vertical pipe 2 is laid along the inner wall of the building outer wall 4 and is connected with an indoor pipeline system.
The indoor and outdoor height difference of a common building monomer is-0.10 m, the height of a structural beam at a concrete outer wall is 0.8-1 m, and the top elevation of the beam below the outer wall is-0.10 m; the beam height under the outer packing material is 0.8-1 meter, the beam top elevation is-0.10 meter, the beam under the outer wall, the beam under the outer packing material and the indoor structural slab have the same elevation, because the beam at the outer wall of the building and the beam at the outer packing are higher, the beams collide with the water supply and drainage and fire-fighting house-entering pipelines at the elevation, after coordinating with the structural speciality, the beam under the outer wall, the beam under the single outer packing and the structural slab between the two beams are reduced to the beam top elevation of-1.10 meters in the local area where the house-in and house-out pipelines are arranged, and the house-in and house-out pipelines are laid between-0.10 meter and-1.10 meters. The locally reduced plates and beams and the peripheral non-reduced plates and beams form grooves, which are beneficial to laying water supply and drainage and fire-fighting service-entering pipelines
The utility model discloses (take Shandong tobacco platform area as an example) bury ground in the pipe elevation of business turn over household's pipeline and be 0.95 meters, and the roof beam under the outer wall highly concentrates on 0.8 ~ 1.0 meters with roof beam (extranal packing structure molding is complicated, various, and the roof beam height under it is higher) under the extranal wall, and it has the collision on the elevation with burying ground business turn over household's pipeline. Therefore, the top elevation of the beam under the building outer wall, the top elevation of the beam under the outer packaging material and the top elevation of the structural slab are uniformly reduced to-1.10 m. Meanwhile, the top elevation of the structural slab at the position 1.0 meter away from the outer wall in the room is also reduced to-1.10 meters, so that the elevation of the indoor and outdoor pipelines is positioned above the structural slab, and the unified maintenance and management of the pipelines in the future are facilitated. After the in-out house pipeline is laid, the in-out house pipeline is connected with an outdoor maintenance well, and meanwhile, after the pipeline is laid, the structural slab descending beam area is backfilled by adopting soil covering.
The embodiment has the following beneficial effects:
(1) the collision between the outer packing foundation beam and the water supply and drainage household inlet and outlet pipelines is effectively solved, and the purposes of unified management of the water supply and drainage pipelines and convenient maintenance are achieved;
(2) the elevation of the in-out house pipelines can be unified to-0.95 meter, so that the pipelines are prevented from directly penetrating through the beam, and the unified management and maintenance of the in-out house pipelines are facilitated;
(3) the beam below the outer wall, the beam under the single outer package and the local area of the structural slab are reduced by 1 meter, and a space is reserved for laying of the in-out household pipelines, so that the in-out household pipelines do not penetrate through the beam, the stability of a building structure is not influenced, and the problems of overlarge buried depth of the pipelines, high construction difficulty and the like are not caused when the in-out household pipelines are laid under the foundation beam;
(4) the stability of the building structure is ensured, the building settlement is prevented, and the situation that the house inlet and outlet pipelines directly penetrate through the beam for laying is avoided;
(5) the laying method is suitable for laying 1 or more in-out household pipelines, is flexible and changeable, and meets various use requirements;
(6) the method has the advantages of easy processing and assembly, small engineering earth volume during construction, low cost, convenient maintenance and overhaul of the pipeline in the future, economy and practicality;
(7) simple structure, design benefit, effect are showing, the practicality is strong, be fit for promoting on a large scale.
The foregoing description of the specific embodiments of the invention has been presented. It is to be understood that the present invention is not limited to the specific embodiments described above, and that various changes and modifications may be made by those skilled in the art within the scope of the appended claims without departing from the spirit of the invention.
Claims (10)
1. A water inlet and outlet structure of a large-scale outer packing building is characterized by comprising a house inlet and outlet pipeline (1), a vertical pipe (2), a plate descending and beam descending area (3), a building outer wall (4), an access well (5), a beam (7) below the outer wall, a beam (8) below an outer packing material, a first-floor indoor structural plate (9) and a structural plate (11); the beam (7) under the outer wall and the beam (8) under the outer packing material are connected with a structural plate (11), the beam (7) under the outer wall, the beam (8) under the outer packing material and the structural plate (11) are lowered by 1 meter in a local area provided with the house access pipeline (1) relative to the indoor structural plate (9) of the first floor to form a sunken floor lowering beam area (3), the house access pipeline (1) is laid in the floor lowering beam area (3), one end of the house access pipeline (1) is communicated with the maintenance well (5), and the other end of the house access pipeline penetrates through the outer wall (4) of the building to be communicated with the vertical pipe (2).
2. The water inlet and outlet structure of large-scale external packing building according to claim 1, characterized in that, the house inlet and outlet pipeline (1) is provided with a plurality of pipelines.
3. The water inlet and outlet structure of the large-scale external packing building according to claim 2, wherein when 1 house inlet and outlet pipeline (1) is provided, the width of the falling plate girder lowering area (3) is 1.00 m; when 2 in-out pipelines (1) are arranged, the width of the plate-descending beam-descending area (3) is 1.20 m; when 3 in-out pipelines (1) are arranged, the width of the beam descending area (3) is 1.50 m; when 4 in-out pipes (1) are arranged, the width of the beam descending area (3) is 1.80 m.
4. The water inlet and outlet structure of the large-scale external packing building according to claim 1, wherein the building outer wall (4) is provided with an opening for the indoor and outdoor pipelines (1) to pass through, and a waterproof sleeve (6) is arranged in the opening.
5. The water inlet and outlet structure of large-scale external packing building according to claim 4, characterized in that the waterproof casing (6) is sleeved on the pipe wall of the house inlet and outlet pipeline (1).
6. The water inlet and outlet structure of the large-scale outer package building according to claim 1, wherein the beam (7) under the outer wall, the beam (8) under the outer package material, the structural plate (11) and the first-floor indoor structural plate (9) are cast into a whole.
7. The water inlet and outlet structure of large-scale external packing building according to claim 1, wherein the elevation of the inlet and outlet pipes (1) is-0.95 m.
8. The water inlet and outlet structure of large-scale external packing building according to claim 1, wherein the water inlet and outlet pipeline (1) comprises a water supply pipeline, a water discharge pipeline, a fire fighting pipeline and a domestic sewage service pipeline, the buried depth in the water supply pipeline is at least 0.80 m, the buried depth at the bottom of the water discharge pipeline is at least 0.55 m, and the buried depth in the fire fighting pipeline is at least 0.95 m.
9. The water inlet and outlet structure of the large-scale external packing building according to claim 1, wherein the plate lowering and beam lowering area (3) is backfilled with soil to form an outdoor terrace (10).
10. Water access structure of large scale exterior packing building according to claim 1, characterized in that the riser pipe (2) is laid along the inner wall of the building outer wall (4) and connected with the indoor piping system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201921803946.6U CN211037215U (en) | 2019-10-25 | 2019-10-25 | Water inlet and outlet structure of large-scale outer packing building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921803946.6U CN211037215U (en) | 2019-10-25 | 2019-10-25 | Water inlet and outlet structure of large-scale outer packing building |
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| CN211037215U true CN211037215U (en) | 2020-07-17 |
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| CN201921803946.6U Active CN211037215U (en) | 2019-10-25 | 2019-10-25 | Water inlet and outlet structure of large-scale outer packing building |
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| CN (1) | CN211037215U (en) |
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