CN113293857A - Basement for reducing floor height by laying channels through overall pipelines - Google Patents

Basement for reducing floor height by laying channels through overall pipelines Download PDF

Info

Publication number
CN113293857A
CN113293857A CN202110760359.9A CN202110760359A CN113293857A CN 113293857 A CN113293857 A CN 113293857A CN 202110760359 A CN202110760359 A CN 202110760359A CN 113293857 A CN113293857 A CN 113293857A
Authority
CN
China
Prior art keywords
pipeline
height
pipe
basement
laying channel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202110760359.9A
Other languages
Chinese (zh)
Inventor
文佳
杨彦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN202110760359.9A priority Critical patent/CN113293857A/en
Publication of CN113293857A publication Critical patent/CN113293857A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • AHUMAN NECESSITIES
    • A62LIFE-SAVING; FIRE-FIGHTING
    • A62CFIRE-FIGHTING
    • A62C31/00Delivery of fire-extinguishing material
    • A62C31/005Delivery of fire-extinguishing material using nozzles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0023Building characterised by incorporated canalisations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028Laying or reclaiming pipes on land, e.g. above the ground in the ground
    • GPHYSICS
    • G02OPTICS
    • G02BOPTICAL ELEMENTS, SYSTEMS OR APPARATUS
    • G02B6/00Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
    • G02B6/44Mechanical structures for providing tensile strength and external protection for fibres, e.g. optical transmission cables
    • G02B6/4439Auxiliary devices
    • G02B6/4459Ducts; Conduits; Hollow tubes for air blown fibres
    • GPHYSICS
    • G02OPTICS
    • G02BOPTICAL ELEMENTS, SYSTEMS OR APPARATUS
    • G02B6/00Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
    • G02B6/46Processes or apparatus adapted for installing or repairing optical fibres or optical cables
    • G02B6/50Underground or underwater installation; Installation through tubing, conduits or ducts
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/36Installations of cables or lines in walls, floors or ceilings
    • H02G3/38Installations of cables or lines in walls, floors or ceilings the cables or lines being installed in preestablished conduits or ducts

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • General Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Optics & Photonics (AREA)
  • Mechanical Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Sink And Installation For Waste Water (AREA)

Abstract

The invention relates to a basement for reducing floor height by integrally arranging pipeline laying channels, which comprises a beam-slab structure, wherein a first pipeline laying channel and a second pipeline laying channel are arranged below the beam-slab structure, are arranged in different structural spans and are not vertically overlapped; a first pipe group is arranged in the first pipeline laying channel, and a second pipe group is arranged in the second pipeline laying channel; the first pipe group is formed by combining a fire-fighting spray pipe, an auxiliary pipeline and a ventilating pipeline. The technical scheme adopts mutual 'meshing' of the heights of the structural layer and the pipeline layer, fully utilizes the height difference in the structural layer and enables the height of the pipeline layer to be hidden or semi-hidden in the height of the structural layer, and according to the method, the method for calculating the height of the basement layer comprises the following steps: the basement floor height = the height of the structure layer and the pipeline layer combined plus the clear height of the ground reservoir, and can effectively reduce the height of the basement floor, save the manufacturing cost and save the construction period.

Description

Basement for reducing floor height by laying channels through overall pipelines
Technical Field
The invention relates to the field of building structures, in particular to a basement capable of reducing floor height by paving channels through overall pipelines.
Background
The traditional basement has a high floor height, and a common floor height calculation method comprises the following steps: the basement floor height = structural floor height + pipeline floor height + clear height of basement, and the three part height is vertical superimposed relation, and this often leads to each item cost such as excavation, fender, body construction of basement too high, not only lengthens the time limit for a project but also increases the consumption of resource, causes very big social resource waste.
Disclosure of Invention
Aiming at the technical problems in the prior art, the invention provides a basement with a floor height reduced by laying channels through a general pipeline.
The technical scheme for solving the technical problems is as follows:
a basement for reducing floor height through overall pipeline laying channels comprises a beam-slab structure, wherein a first pipeline laying channel and a second pipeline laying channel are arranged below the beam-slab structure, are arranged in different structural spans and are not vertically overlapped;
a first pipe group is installed in the first pipeline laying channel, and a second pipe group is installed in the second pipeline laying channel;
the first pipe group is formed by combining a fire-fighting spray pipe, an auxiliary pipeline and a ventilating pipeline;
the second pipe group is composed of a fire-fighting spray pipe and an auxiliary pipeline, or the second pipe group is composed of a fire-fighting spray pipe, an auxiliary pipeline and a water supply and drainage pipeline or/and a strong and weak electric information pipeline.
Further, the beams intersecting the first tube group or the second tube group in the beam-slab structure are any one or more of short span beams, haunched beams, upturned beams and wide and flat beams, and the height difference in the structural layer is constructed by the beams.
It is further defined that the fire sprinkler pipe is located at one side of the first pipeline laying channel, and the auxiliary pipeline is located below the ventilation pipeline or both above and below the ventilation pipeline.
Further, when the strong and weak electric information pipelines intersect with the fire sprinkler pipe or/and the water supply and drainage pipeline in the second pipe groups, the strong and weak electric information pipelines are located above the fire sprinkler pipe or/and the water supply and drainage pipeline, and the auxiliary pipeline is located below the strong and weak electric information pipelines.
Further defined, the auxiliary pipeline comprises a spray branch pipe and a spray head.
Further, the water supply and drainage pipeline includes, but is not limited to, hydrant pipes, water supply pipes, etc., but does not include fire sprinklers and auxiliary pipes.
Further defined, the strong and weak electric information type pipelines include but are not limited to cable bridges, weak electric bridges, optical fibers and the like.
The invention has the beneficial effects that:
a plurality of basement pipeline laying channels are opened in the plane of the basement and divided into a first pipeline laying channel and a second pipeline laying channel;
the first pipeline laying channel is used for installing large-size pipelines such as ventilating pipelines and the like, fire-fighting spray pipes and auxiliary pipelines; the second pipeline laying channel is used for installing the fire-fighting spray pipe and the auxiliary pipeline, or the second pipeline laying channel is used for installing the fire-fighting spray pipe, the auxiliary pipeline and the water supply and drainage pipeline or/and the strong and weak electric information type pipeline;
the first pipeline-laying channel and the second pipeline-laying channel are arranged in a plane in different structural spans;
the first pipeline laying channel and the second pipeline laying channel are not overlapped in the vertical direction;
when the first pipeline laying channel and the second pipeline laying channel are intersected, the first pipeline laying channel has higher priority than the second pipeline laying channel, namely the first pipeline laying channel cuts off the second pipeline laying channel;
the fire-fighting spray pipe in the first pipeline laying channel is arranged at one side of a large-size pipeline such as a ventilating pipeline, and the spray branch pipe and the spray head are arranged below or above and below the large-size pipeline simultaneously;
when the water supply and drainage pipelines in the second pipeline laying channel are intersected with the strong and weak power information pipelines, the strong and weak power information pipelines have higher priority than the water supply and drainage pipelines, namely the strong and weak power information pipelines are arranged above the water supply and drainage pipelines;
the beam plate structure comprises a plurality of first supporting beams, a plurality of second supporting beams and a floor slab, wherein the first pipeline laying channel and the second pipeline laying channel are formed by any two adjacent first supporting beams or any two adjacent second supporting beams;
the first state: the first pipeline laying channel and the second pipeline laying channel are positioned between two adjacent first supporting beams, a second supporting beam between the two first supporting beams is used for installing a first pipe group or a second pipe group, the second supporting beam is any one or more of a short span beam, an armpit beam, an upturned beam and a wide flat beam, and the height difference in the structural layer is constructed;
and a second state: the first pipeline laying channel and the second pipeline laying channel are positioned between two adjacent second supporting beams, the first supporting beam between the two second supporting beams is used for installing a first pipe group or a second pipe group, the first supporting beam is any one or more of a short span beam, an armpit beam, an upturned beam and a wide flat beam, and the height difference in the structural layer is constructed;
the first supporting beam or the second supporting beam which is intersected with the extension direction of the first pipeline laying channel and the second pipeline laying channel is used as a main bearing structure for pipeline installation, the density degree of the first supporting beam or the second supporting beam can be adjusted according to the specific load condition, and when the number of the first supporting beams or the second supporting beams is small, the floor slab is used as the bearing structure for pipeline installation;
the technical scheme adopts mutual 'meshing' of the heights of the structural layer and the pipeline layer, fully utilizes the height difference in the structural layer and enables the height of the pipeline layer to be hidden or semi-hidden in the height of the structural layer, and according to the method, the method for calculating the height of the basement layer comprises the following steps: the basement floor height = the height of the structure layer and the pipeline layer combined plus the clear height of the ground reservoir, and can effectively reduce the height of the basement floor, save the manufacturing cost and save the construction period.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic cross-sectional view taken along line A-A in FIG. 1;
FIG. 3 is a schematic cross-sectional view of B-B in FIG. 1;
fig. 4 is a structural schematic diagram of a cross section of a first tube group;
fig. 5 is a structural schematic diagram of a cross section of a second tube group;
FIG. 6 is a schematic perspective view of the present invention;
in the drawings, the components represented by the respective reference numerals are listed below:
the system comprises a first pipeline laying channel 1, a second pipeline laying channel 2, a first pipe group 3, a second pipe group 4, a first supporting beam 5, a second supporting beam 6, a floor 7, a water supply and drainage pipeline 8, a fire-fighting spray pipe 9, an auxiliary pipeline 10, a ventilation pipeline 11 and a strong and weak electricity information pipeline 12.
Detailed Description
The principles and features of this invention are described below in conjunction with the following drawings, which are set forth by way of illustration only and are not intended to limit the scope of the invention.
As shown in fig. 1, 2, 3, 4, 5, and 6, a basement for lowering floor height by using a coordinated pipeline laying channel includes a beam-slab structure, a first pipeline laying channel 1 and a second pipeline laying channel 2 are disposed below the beam-slab structure, the first pipeline laying channel 1 and the second pipeline laying channel 2 are disposed in different structural spans and are not vertically overlapped;
a first pipe group 3 is arranged in the first pipeline laying channel 1, and a second pipe group 4 is arranged in the second pipeline laying channel 2;
the first pipe group 3 is formed by combining a fire-fighting spray pipe 9, an auxiliary pipeline 10 and a ventilation pipeline 11;
the second pipe group 4 is composed of a fire sprinkler pipe 9 and an auxiliary pipeline 10, or the second pipe group 4 is composed of a combination of the fire sprinkler pipe 9 and the auxiliary pipeline 10 and a water supply and drainage pipeline 8 or/and a strong and weak electric information type pipeline 12.
The beam of the beam-slab structure, which is intersected with the first tube group 3 or the second tube group 4, is any one or more of a short span beam, an armpit beam, an upturned beam and a wide flat beam, and the height difference in the structural layer is constructed by the beams.
The fire sprinkler 9 is located at one side of the first pipeline laying channel 1, and the auxiliary pipeline 10 is located below the ventilation pipeline 11 or both above and below the ventilation pipeline.
In the second pipe groups 4, when the strong and weak electric information pipelines 12 intersect with the fire sprinkler 9 or/and the water supply and drainage pipelines 8, the strong and weak electric information pipelines 12 are positioned above the fire sprinkler 9 or/and the water supply and drainage pipelines 8, and the auxiliary pipelines 10 are positioned below the strong and weak electric information pipelines 12.
The auxiliary pipeline 10 comprises a spray branch pipe and a spray head.
The water supply and drainage line 8 includes, but is not limited to, hydrant pipes, water supply pipes, etc., but does not include a fire sprinkler 9 and an auxiliary pipe 10.
The strong and weak electric information type pipeline 12 includes but is not limited to a cable bridge, a weak electric bridge, an optical fiber and the like.
In this embodiment:
a plurality of basement pipeline laying channels are opened in the plane of the basement and divided into a first pipeline laying channel 1 and a second pipeline laying channel 2;
the first pipeline laying channel 1 is used for installing large-size pipelines such as ventilating pipelines 11 and the like, a fire-fighting spray pipe 9 and an auxiliary pipeline 10; the second pipeline laying channel 2 is used for installing a fire sprinkler 9 and an auxiliary pipeline 10, or the second pipeline laying channel 2 is used for installing the fire sprinkler 9 and the auxiliary pipeline 10, a water supply and drainage pipeline 8 or/and a strong and weak electric information type pipeline 12;
the first 1 and second 2 pipeline-laying channels are arranged in a plane in different structural spans;
the first pipeline laying channel 1 and the second pipeline laying channel 2 are not overlapped in the vertical direction;
when the first pipeline laying channel 1 and the second pipeline laying channel 2 are intersected, the first pipeline laying channel 1 is higher in priority than the second pipeline laying channel 2, namely the first pipeline laying channel 1 cuts off the second pipeline laying channel 2;
the fire-fighting spray pipe 9 in the first pipeline laying channel 1 is arranged at one side of a large-size pipeline such as a ventilating pipeline 11, and the spray branch pipe and the spray head are arranged below the large-size pipeline or above and below the large-size pipeline simultaneously;
when the water supply and drainage pipeline 8 in the second pipeline laying channel 2 is intersected with the strong and weak electric information type pipeline 12, the priority of the strong and weak electric information type pipeline 12 is higher than that of the water supply and drainage pipeline 8, namely the strong and weak electric information type pipeline 12 is arranged above the water supply and drainage pipeline 8;
the beam plate structure comprises a plurality of first supporting beams 5, a plurality of second supporting beams 6 and a floor slab 7, and the first pipeline laying channel 1 and the second pipeline laying channel 2 are formed by any two adjacent first supporting beams 5 or any two adjacent second supporting beams 6;
the first state: the first pipeline laying channel 1 and the second pipeline laying channel 2 are positioned between two adjacent first supporting beams 5, a second supporting beam 6 between the two first supporting beams 5 is used for installing a first pipe group 3 or a second pipe group 4, the second supporting beam 6 is any one or more of a short span beam, an haunched beam, an upturned beam and a wide flat beam, and the height difference in the structural layer is constructed by the second supporting beam 6;
and a second state: the first pipeline laying channel 1 and the second pipeline laying channel 2 are positioned between two adjacent second supporting beams 6, a first supporting beam 5 between the two second supporting beams 6 is used for installing a first pipe group 3 or a second pipe group 4, the first supporting beam 5 is any one or more of a short span beam, an haunched beam, an upturned beam and a wide flat beam, and the height difference in the structural layer is constructed by the first supporting beam 5;
wherein, the first support beam 5 or the second support beam 6 intersecting with the extending direction of the first pipeline laying channel 1 and the second pipeline laying channel 2 is used as a main bearing structure for pipeline installation, the density degree can be adjusted according to the specific load condition, and when the number is small, the floor slab 7 is used as the bearing structure for pipeline installation;
the technical scheme adopts mutual 'meshing' of the heights of the structural layer and the pipeline layer, fully utilizes the height difference in the structural layer and enables the height of the pipeline layer to be hidden or semi-hidden in the height of the structural layer, and according to the method, the method for calculating the height of the basement layer comprises the following steps: the basement floor height = the height of the structure layer and the pipeline layer combined plus the clear height of the ground reservoir, and can effectively reduce the height of the basement floor, save the manufacturing cost and save the construction period.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.

Claims (4)

1. The utility model provides a reduce basement of floor height through overall arrangement pipeline laying passageway, includes beam slab structure, comprises a plurality of first supporting beam (5), a plurality of second supporting beam (6) and floor (7), beam slab structure below is provided with first pipeline laying passageway (1) and second pipeline laying passageway (2), its characterized in that: the first pipeline laying channel (1) and the second pipeline laying channel (2) are arranged in different structural spans and are not vertically overlapped;
a first pipe group (3) is installed in the first pipeline laying channel (1), and a second pipe group (4) is installed in the second pipeline laying channel (2);
the first pipe group (3) is formed by combining a fire-fighting spray pipe (9), an auxiliary pipeline (10) and a ventilation pipeline (11);
the second pipe group (4) is composed of a fire-fighting spray pipe (9) and an auxiliary pipeline (10), or the second pipe group (4) is composed of the fire-fighting spray pipe (9) and the auxiliary pipeline (10) and a water supply and drainage pipeline (8) or/and a strong and weak power information pipeline (12) in a combined mode.
2. The basement for reducing floor height by coordinating pipe laying according to claim 1, wherein: the first supporting beam (5) or the second supporting beam (6) which is intersected with the first pipe group (3) or the second pipe group (4) in the beam-slab structure is any one or more of a short span beam, an armpit beam, an upturned beam and a wide flat beam, and the height difference in the structural layer is constructed by the beams.
3. The basement for reducing floor height by coordinating pipe laying according to claim 1, wherein: the fire-fighting spray pipe (9) is positioned at one side of the first pipeline laying channel (1), and the auxiliary pipeline (10) is positioned below the ventilation pipeline (11) or is arranged above and below the ventilation pipeline simultaneously.
4. The basement for reducing floor height by coordinating pipe laying according to claim 1, wherein: the auxiliary pipeline (10) comprises a spraying branch pipe and a spray head.
CN202110760359.9A 2021-07-06 2021-07-06 Basement for reducing floor height by laying channels through overall pipelines Pending CN113293857A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110760359.9A CN113293857A (en) 2021-07-06 2021-07-06 Basement for reducing floor height by laying channels through overall pipelines

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110760359.9A CN113293857A (en) 2021-07-06 2021-07-06 Basement for reducing floor height by laying channels through overall pipelines

Publications (1)

Publication Number Publication Date
CN113293857A true CN113293857A (en) 2021-08-24

Family

ID=77330503

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110760359.9A Pending CN113293857A (en) 2021-07-06 2021-07-06 Basement for reducing floor height by laying channels through overall pipelines

Country Status (1)

Country Link
CN (1) CN113293857A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113818558A (en) * 2021-11-05 2021-12-21 陈雨 Basement with novel structural system and equipment pipeline space cooperated and construction method thereof

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2813089A1 (en) * 2000-08-17 2002-02-22 Philippe Gasnier Insulated multi-layer floor has lower layer with molded channels to contain electrical cables and water pipes
JP2014181545A (en) * 2013-03-21 2014-09-29 Shimizu Corp Underground structure of building
CN209482454U (en) * 2019-01-25 2019-10-11 北京中外建建筑设计有限公司 A kind of building subterranean layer pipeline arrangement framework
CN110512719A (en) * 2019-08-15 2019-11-29 南京建工集团有限公司 A kind of high residential building large span compartment vestibule high-altitude formwork steel platform construction
CN210067006U (en) * 2019-04-12 2020-02-14 中国建筑设计研究院有限公司 Assembled wall component with built-in electric pipeline and assembled wallboard installation system
CN111535443A (en) * 2020-05-21 2020-08-14 泊之慧建筑科技(重庆)有限公司 Building with reasonably arranged equipment pipelines
CN111884121A (en) * 2020-07-31 2020-11-03 中国二十二冶集团有限公司 Pre-buried wiring method for standardized pipeline of assembled laminated slab
CN112127387A (en) * 2020-10-21 2020-12-25 文佳 Ground storehouse based on set up board bottom tube corridor district
CN112575885A (en) * 2020-12-22 2021-03-30 陈波 Structure and method for reducing height of basement layer by adopting wide and flat beam arrangement
CN112665170A (en) * 2020-12-18 2021-04-16 杨正模 Basement based on reasonable splitting of large-size air pipes and pipeline layout method
CN112814142A (en) * 2021-02-03 2021-05-18 陈雨 Basement for arranging equipment pipelines by utilizing overall building space

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2813089A1 (en) * 2000-08-17 2002-02-22 Philippe Gasnier Insulated multi-layer floor has lower layer with molded channels to contain electrical cables and water pipes
JP2014181545A (en) * 2013-03-21 2014-09-29 Shimizu Corp Underground structure of building
CN209482454U (en) * 2019-01-25 2019-10-11 北京中外建建筑设计有限公司 A kind of building subterranean layer pipeline arrangement framework
CN210067006U (en) * 2019-04-12 2020-02-14 中国建筑设计研究院有限公司 Assembled wall component with built-in electric pipeline and assembled wallboard installation system
CN110512719A (en) * 2019-08-15 2019-11-29 南京建工集团有限公司 A kind of high residential building large span compartment vestibule high-altitude formwork steel platform construction
CN111535443A (en) * 2020-05-21 2020-08-14 泊之慧建筑科技(重庆)有限公司 Building with reasonably arranged equipment pipelines
CN111884121A (en) * 2020-07-31 2020-11-03 中国二十二冶集团有限公司 Pre-buried wiring method for standardized pipeline of assembled laminated slab
CN112127387A (en) * 2020-10-21 2020-12-25 文佳 Ground storehouse based on set up board bottom tube corridor district
CN112665170A (en) * 2020-12-18 2021-04-16 杨正模 Basement based on reasonable splitting of large-size air pipes and pipeline layout method
CN112575885A (en) * 2020-12-22 2021-03-30 陈波 Structure and method for reducing height of basement layer by adopting wide and flat beam arrangement
CN112814142A (en) * 2021-02-03 2021-05-18 陈雨 Basement for arranging equipment pipelines by utilizing overall building space

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113818558A (en) * 2021-11-05 2021-12-21 陈雨 Basement with novel structural system and equipment pipeline space cooperated and construction method thereof

Similar Documents

Publication Publication Date Title
CN103122667B (en) Light-weight steel structure plafond of large-span underground powerhouse of hydroelectric station
CN106381885B (en) A kind of Underground Steel pipe gallery with skeleton
CN113293857A (en) Basement for reducing floor height by laying channels through overall pipelines
CN211285694U (en) Utility tunnel structure
CN212957855U (en) Installation layout structure of pipeline in garage
CN112814142A (en) Basement for arranging equipment pipelines by utilizing overall building space
CN211524235U (en) Building pipe gallery structure
CN202014474U (en) Fixing structure for greening planting box
CN111535443A (en) Building with reasonably arranged equipment pipelines
CN112796454A (en) Structure and method for reducing basement floor height by combining concrete and prefabricated type
CN111677005A (en) A steel integrated pipe gallery
CN214461137U (en) Basement for arranging equipment pipelines by utilizing overall building space
CN111884121A (en) Pre-buried wiring method for standardized pipeline of assembled laminated slab
CN208183512U (en) Composite duct bridge structure
CN111519658A (en) Novel assembled underground pipe gallery
CN214658146U (en) Structure for reducing floor height of underground chamber by combining concrete and assembly type
CN213573249U (en) Novel underground parking system
CN214219240U (en) Detachable outdoor overhead square structure
CN204238193U (en) Underground Hydro-electric Power Station fitting structure
CN211057848U (en) Circular utility tunnel extensible structure of individual layer
CN210507520U (en) City utility tunnel structure
CN210369035U (en) Subway station structure
CN219732944U (en) Parking garage with centralized pipe gallery
CN217758934U (en) Single-layer basement with equipment pipe gallery
CN217150957U (en) Roof drainage guide structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20210824

RJ01 Rejection of invention patent application after publication