CN109577535A - Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination - Google Patents
Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination Download PDFInfo
- Publication number
- CN109577535A CN109577535A CN201811506547.3A CN201811506547A CN109577535A CN 109577535 A CN109577535 A CN 109577535A CN 201811506547 A CN201811506547 A CN 201811506547A CN 109577535 A CN109577535 A CN 109577535A
- Authority
- CN
- China
- Prior art keywords
- superimposed sheet
- wall
- reserved
- spool
- pipeline
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination, comprising the following steps: (1) drawing to model determines pipeline trend；(2) the prefabricated process segment of superimposed sheet, wall reserves the position of pipeline, casing, distribution box and terminal box；(3) wall, superimposed sheet after prefabricated initial set wire casing, sink it is reserved；(4) construction and installation of precast wall body, Cast-in-situ Beam, prefabricated superimposed sheet；(5) electric pipeline processing laying, spool connects between board wall, beam wall；(6) superimposed sheet in-situ layer reinforcing bar binds, the hole to be provided of precast wall body envelope mould, pours.The present invention improves the labor productivity under equal conditions, reduces spool across the operation difficulty of the steel bar girder of superimposed sheet in-situ layer；Without secondary aperture, the mechanical works such as chisel are picked, avoid perturbations, while improving the pre-buried accuracy of wall point；Improve the economic benefit of construction；By the Optimization Modeling of floor pipeline, production efficiency is improved, saves material cost.
Description
Technical field
Construct electromechanical installing area the invention belongs to assembled architecture, and in particular to a kind of assembled architecture PC superimposed sheet and
The electromechanical installation built-in process of dry wall combination.
Background technique
With industry development assembled architecture and tradition it is cast-in-place building it is shifting, assembled architecture because its low consumption environmental protection,
The advantage raised labour productivity is promoted throughout the country.But due to the cast-in-place coagulation of the surface layer of assembly concrete component
Soil thickness is relatively thin, and as development in science and technology residential electricity consumption desirability improves, the hydroelectric line of house class engineering is intensive, should guarantee
Hydroelectric line it is normal pre-buried, again guarantee surfacing steel bar protective layer thickness meet the requirements；Assembled architecture floor is generally adopted
With PC superimposed sheet, it is divided into in-situ layer and two layers of preformed layer, since prefabricated superimposed sheet upper surface is protruding with due to cast-in-place reinforcing bar purlin
Frame, in prefabricated superimposed sheet upper surface, the pre-buried pvc pipe for wearing hydroelectric line intensively certainly exists crossover phenomenon, and two
Pvc pipe be laid with above pvc pipe after intersecting surfacing steel bar will lead to reinforcing bar protective layer thickness it is undesirable, there is dew muscle etc.
Construction quality problem.Precast wall body, which compares traditional cast-in-situ wall, can effectively improve connection box for surface mounting on wall accuracy, to a certain degree
Upper reduction is reprocessed to be occurred with structural perturbation, is the electrical Embedment Construction technology of a change type, is obviously improved electrical installation side
The wall construction quality in face.
Summary of the invention
The present invention in order to solve shortcoming in the prior art, provide it is a kind of it is convenient and efficient, construction quality can be improved
Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination.
In order to solve the above technical problems, the present invention adopts the following technical scheme: assembled architecture PC superimposed sheet and dry wall
The electromechanical installation built-in process of combination, includes the following steps,
(1) it draws to model and determines pipeline trend；
(2) the prefabricated process segment of superimposed sheet, wall reserves the position of pipeline, casing, distribution box and terminal box；
(3) wall, superimposed sheet after prefabricated initial set wire casing, sink it is reserved；
(4) construction and installation of precast wall body, Cast-in-situ Beam, prefabricated superimposed sheet；
(5) electric pipeline processing laying, spool connects between board wall, beam wall；
(6) superimposed sheet in-situ layer reinforcing bar binds, the hole to be provided of precast wall body envelope mould, pours.
Step (1) using BIM, the comprehensive floor electric piping placement model of cad technique and is tied specifically, in the design phase
Civil engineering model is closed, optimizes absolute altitude and the position of internal pipeline, determines that wall reserves distributing cabinet, terminal box and sleeve position, according to
Pipeline moves towards the laying-out of optimization floor electric pipeline, provides accurate electric pipeline laying figure.
Step (2) places the framework of steel reinforcement bound specifically, in the prefabricated process segment of superimposed sheet and wall respectively
Superimposed sheet to formulation pours mold and wall pours in mold, according to correlation engineering construction and acceptance specification binding and fixing wiring
Box, distribution box and pipeline, corresponding caliber casing is reserved in absolute altitude and position as requested；Need to connect the position of spool in wall
Reserved spool hole, rectangular hole is reserved in reserved spool position to precast wall body up and down；The lower part of terminal box is embedded in prefabricated overlapping
In the interior i.e. preformed layer of the concrete that plate pours, terminal box preformed hole lays full-page proof demand according to paper yarn pipe in electrical optimization figure,
Reserve locknut in the four sides of terminal box；Standpipe direct-burried part, casing and floor drain are reserved in corresponding position according to indoor drainage demand, according to
Standpipe direct-burried part uses adjustable type herein for the construction of drainage construction journey and acceptance specification requirement.
For step (3) specifically, superimposed sheet and wall are after carrying out prefabricated pouring construction, concreting reaches pre-hardening strong
Degree reserves wire casing in superimposed sheet upper surface according to electric pipeline laying drawing, to meet more of superimposed sheet upper surface spool edge
Reserved wire casing lays demand, and the cross section of reserved wire casing is designed as the square groove of open top, is installed according to wall feed pipe
Demand reserves arc groove in precast wall body corresponding position and mounting height.
To prevent from transporting, occurring prefabricated superimposed sheet in hoisting process along the direction cracking for reserving wire casing, in reserved wire casing
The pre-buried horizontally disposed steel wire in bottom is reinforced, and steel wire is in rectangular configuration, reserves wire casing and steel wire along its length
Centerline parallel and be located on same vertical plane, steel wire width is greater than reserved wire casing width at least 20cm.
Step (5) specifically, the on-site hoisting stage ensure superimposed sheet lift accuracy, to superimposed sheet on-site hoisting complete
Afterwards, check whether the spool hole reserved on superimposed sheet corresponds to the reserved wire casing of precast wall body, the casing between wall whether position
Correspondence is set, bends and lays according to the scene for staying the reserved wire casing for being located at superimposed sheet upper surface and wire box to carry out pipeline, prefabricated
The reserved opening position of wall carries out the connection of spool, ensures that spool bends arc in the position of the spool of superimposed sheet and wall connection
Degree, spool height meet construction requirement.
Step (6) is specifically, carry out the reinforcing bar binding of the in-situ layer of superimposed sheet upper surface, in the reserved opening of precast wall body
Then position fixed form carries out pouring for the concrete of the in-situ layer of superimposed sheet.
By adopting the above technical scheme, it is that the technology for being suitable for assembled architecture is excellent that prefabricated superimposed sheet, which electrically reserves technique,
Change, comparing general construction technology reduces difficulty of construction, and electric pipeline operates more when passing through the steel bar girder of superimposed sheet in-situ layer
It is convenient to add, and raises labour productivity, and the spool layout after complex optimum avoids waste of material and repetitive operation in construction, improves
Construction quality both ensure that slab thickness and thickness of protection tier, while also avoid the disturbance to structure, can be limited
In the thickness range of superimposed sheet, as much as possible under the premise of guaranteeing that superimposed sheet is not laid influence by spool, arrange enough
Spool.Precast wall body is by once completing the pre- of the reinforcing bar binding of wall, spool, distribution box and terminal box in factory for prefabrication
Bury, wall pours work, effectively avoid construction site multiplexing kind cross-operation generate the drawbacks of, be conducive to electrical set aside pre-embedded and apply
The innovative research of work, the quality standard of industry of beginning a new line construction, reduces unnecessary workload, meets dust suppression noise reduction environmental protection construction
Industrial trend has the primary condition of large-scale promotion application in engineering.
The present invention improves the labor productivity under equal conditions, reduces the reinforcing bar purlin that spool passes through superimposed sheet in-situ layer
The operation difficulty of frame；Without secondary aperture, the mechanical works such as chisel are picked, avoid perturbations, while it is pre-buried accurate to improve wall point
Degree；Work progress is simple, low operation cost, improves the economic benefit of construction；By the Optimization Modeling of floor pipeline, life is improved
Efficiency is produced, material cost is saved.
Detailed description of the invention
Fig. 1 is the facade view of superimposed sheet in the present invention；
Fig. 2 is the side view cutaway drawing of Fig. 1.
Specific embodiment
As depicted in figs. 1 and 2, assembled architecture PC superimposed sheet of the invention and the electromechanical pre-buried side of installation of dry wall combination
Method includes the following steps,
(1) it draws to model and determines pipeline trend；
(2) the prefabricated process segment of superimposed sheet, wall reserves the position of pipeline, casing, distribution box and terminal box；
(3) wall, superimposed sheet after prefabricated initial set wire casing, sink it is reserved；
(4) construction and installation of precast wall body, Cast-in-situ Beam, prefabricated superimposed sheet；
(5) electric pipeline processing laying, spool connects between board wall, beam wall；
(6) superimposed sheet in-situ layer reinforcing bar binds, the hole to be provided of precast wall body envelope mould, pours.
Step (1) using BIM, the comprehensive floor electric piping placement model of cad technique and is tied specifically, in the design phase
Civil engineering model is closed, optimizes absolute altitude and the position of internal pipeline, determines that wall reserves distributing cabinet, terminal box and sleeve position, according to
Pipeline moves towards the laying-out of optimization floor electric pipeline, provides accurate electric pipeline laying figure.
Step (2) puts the framework of steel reinforcement 2 bound specifically, in the prefabricated process segment of superimposed sheet and wall respectively
The superimposed sheet for setting formulation pours mold and wall pours in mold, connects according to correlation engineering construction and acceptance specification binding and fixing
Wire box, distribution box and pipeline, corresponding caliber casing is reserved in absolute altitude and position as requested；Need to connect the position of spool in wall
Reserved spool hole is set, rectangular hole is reserved in reserved spool position to precast wall body up and down；The lower part of terminal box 3 is embedded in prefabricated folded
In the interior i.e. preformed layer 4 of the concrete that plywood pours, 3 preformed hole of terminal box lays full-page proof need according to paper yarn pipe in electrical optimization figure
It asks, reserves locknut 5 at the four sides of terminal box 3；According to indoor drainage demand corresponding position reserve standpipe direct-burried part 6, casing and
Floor drain, according to the construction of drainage construction journey and acceptance specification requirement, standpipe direct-burried part 6 uses adjustable type herein.
For step (3) specifically, superimposed sheet and wall are after carrying out prefabricated pouring construction, concreting reaches pre-hardening strong
Reserved wire casing 7 is arranged in superimposed sheet upper surface according to electric pipeline laying drawing, to meet more of superimposed sheet upper surface line in degree
Pipe lays demand along wire casing 7 is reserved, and the cross section of reserved wire casing 7 is designed as the square groove of open top, according to wall water supply
Pipe installation requirements reserve arc groove in precast wall body corresponding position and mounting height.
To prevent from transporting, occurring prefabricated superimposed sheet in hoisting process along the direction cracking for reserving wire casing 7, in reserved wire casing 7
The pre-buried horizontally disposed steel wire 8 in bottom reinforced, steel wire is in rectangular configuration, reserves wire casing 7 and steel wire 8 along length
The centerline parallel in direction and it is located on same vertical plane, 8 width of steel wire is greater than reserved 7 width of wire casing at least 20cm, reserves
The depth of wire casing 7 is less than the diameter that spool 9 in reserved wire casing 7 is arranged in.
Step (5) specifically, the on-site hoisting stage ensure superimposed sheet lift accuracy, to superimposed sheet on-site hoisting complete
Afterwards, check whether the spool hole reserved on superimposed sheet corresponds to the reserved wire casing 7 of precast wall body, the casing between wall whether position
Correspondence is set, bends and lays according to the scene for staying the reserved wire casing 7 for being located at superimposed sheet upper surface and wire box to carry out pipeline, prefabricated
The reserved opening position of wall carries out the connection of spool, ensures that spool bends arc in the position of the spool of superimposed sheet and wall connection
Degree, spool height meet construction requirement.
Specifically, carrying out the reinforcing bar binding of the in-situ layer of superimposed sheet upper surface, reinforcing bar is bound in framework of steel reinforcement 2 step (6)
On, in the reserved opening position fixed form of precast wall body, then carry out pouring for the concrete of the in-situ layer of superimposed sheet.
The present embodiment not makes any form of restriction shape of the invention, material, structure etc., all according to this hair
Bright technical spirit any simple modification, equivalent change and modification to the above embodiments, belong to the technology of the present invention side
The protection scope of case.
Claims (7)
1. assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination, it is characterised in that: include the following steps,
(1) it draws to model and determines pipeline trend；
(2) the prefabricated process segment of superimposed sheet, wall reserves the position of pipeline, casing, distribution box and terminal box；
(3) wall, superimposed sheet after prefabricated initial set wire casing, sink it is reserved；
(4) construction and installation of precast wall body, Cast-in-situ Beam, prefabricated superimposed sheet；
(5) electric pipeline processing laying, spool connects between board wall, beam wall；
(6) superimposed sheet in-situ layer reinforcing bar binds, the hole to be provided of precast wall body envelope mould, pours.
2. assembled architecture PC superimposed sheet according to claim 1 and the electromechanical installation built-in process of dry wall combination, special
Sign is: step (1) using BIM, the comprehensive floor electric piping placement model of cad technique and combines specifically, in the design phase
Civil engineering model optimizes absolute altitude and the position of internal pipeline, determines that wall reserves distributing cabinet, terminal box and sleeve position, according to pipe
Line moves towards the laying-out of optimization floor electric pipeline, provides accurate electric pipeline laying figure.
3. assembled architecture PC superimposed sheet according to claim 2 and the electromechanical installation built-in process of dry wall combination, special
Sign is: step (2) places the framework of steel reinforcement bound specifically, in the prefabricated process segment of superimposed sheet and wall respectively
Superimposed sheet to formulation pours mold and wall pours in mold, according to correlation engineering construction and acceptance specification binding and fixing wiring
Box, distribution box and pipeline, corresponding caliber casing is reserved in absolute altitude and position as requested；Need to connect the position of spool in wall
Reserved spool hole, rectangular hole is reserved in reserved spool position to precast wall body up and down；The lower part of terminal box is embedded in prefabricated overlapping
In the interior i.e. preformed layer of the concrete that plate pours, terminal box preformed hole lays full-page proof demand according to paper yarn pipe in electrical optimization figure,
Reserve locknut in the four sides of terminal box；Standpipe direct-burried part, casing and floor drain are reserved in corresponding position according to indoor drainage demand, according to
Standpipe direct-burried part uses adjustable type herein for the construction of drainage construction journey and acceptance specification requirement.
4. assembled architecture PC superimposed sheet according to claim 3 and the electromechanical installation built-in process of dry wall combination, special
Sign is: for step (3) specifically, superimposed sheet and wall are after carrying out prefabricated pouring construction, concreting reaches initial setting strength,
Wire casing is reserved in superimposed sheet upper surface according to electric pipeline laying drawing, to meet more of superimposed sheet upper surface spool along reserved
Wire casing lays demand, and the cross section of reserved wire casing is designed as the square groove of open top, according to wall feed pipe installation requirements,
Arc groove is reserved in precast wall body corresponding position and mounting height.
5. assembled architecture PC superimposed sheet according to claim 4 and the electromechanical installation built-in process of dry wall combination, special
Sign is: to prevent from transporting, occurring prefabricated superimposed sheet in hoisting process along the direction cracking for reserving wire casing, at the bottom of reserved wire casing
The pre-buried horizontally disposed steel wire in portion is reinforced, and steel wire is in rectangular configuration, reserves wire casing and steel wire along its length
Centerline parallel and it is located on same vertical plane, steel wire width is greater than reserved wire casing width at least 20cm.
6. assembled architecture PC superimposed sheet according to claim 5 and the electromechanical installation built-in process of dry wall combination, special
Sign is: step (5) specifically, the on-site hoisting stage ensure superimposed sheet lift accuracy, after the completion of superimposed sheet on-site hoisting,
Whether the spool hole reserved on review superimposed sheet corresponds to the reserved wire casing of precast wall body, the casing between wall whether position pair
It answers, bends and lay according to the scene for staying the reserved wire casing for being located at superimposed sheet upper surface and wire box to carry out pipeline, in precast wall body
Reserved opening position carry out spool connection, the spool of superimposed sheet and wall connection position ensure spool bending radian,
Spool height meets construction requirement.
7. assembled architecture PC superimposed sheet according to claim 6 and the electromechanical installation built-in process of dry wall combination, special
Sign is: step (6) is specifically, carry out the reinforcing bar binding of the in-situ layer of superimposed sheet upper surface, in the reserved opening of precast wall body
Then position fixed form carries out pouring for the concrete of the in-situ layer of superimposed sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811506547.3A CN109577535A (en) | 2018-12-10 | 2018-12-10 | Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811506547.3A CN109577535A (en) | 2018-12-10 | 2018-12-10 | Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109577535A true CN109577535A (en) | 2019-04-05 |
Family
ID=65928018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811506547.3A Pending CN109577535A (en) | 2018-12-10 | 2018-12-10 | Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577535A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042963A (en) * | 2019-04-25 | 2019-07-23 | 江苏浩森建筑设计有限公司 | A method of reducing assembled floor superimposed sheet thickness |
| CN110135713A (en) * | 2019-04-30 | 2019-08-16 | 中国二十冶集团有限公司 | PC wall and cast-in-place column realize the method that materials are estimated by BIM compositional modeling |
| CN111119332A (en) * | 2019-12-31 | 2020-05-08 | 广东省第一建筑工程有限公司 | Novel electromechanical wire pipe prefabricating and mounting connection construction method for fabricated building |
| CN111424981A (en) * | 2020-04-07 | 2020-07-17 | 广州市水电设备安装有限公司 | Pre-embedding laying method for wires of fabricated building |
| CN111441531A (en) * | 2020-05-11 | 2020-07-24 | 上海紫宝住宅工业有限公司 | Pre-buried machine wire box structure and method of prefabricated wallboard |
| 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 |
| CN113152888A (en) * | 2021-05-01 | 2021-07-23 | 中国建筑第七工程局有限公司 | Drilling-free pipeline installation construction method based on BIM technology |
| CN113282986A (en) * | 2021-05-27 | 2021-08-20 | 中国建筑第二工程局有限公司 | Electromechanical integrated pipeline assembly type construction method |
| CN113334566A (en) * | 2021-06-17 | 2021-09-03 | 慧博元宇供应链有限公司 | Method for pre-burying and laying water supply pipeline and electric wire pipeline by laminated plate |
| CN113808258A (en) * | 2021-09-18 | 2021-12-17 | 广东博意建筑设计院有限公司 | Fine laying cooperative design method and system for electric conduit system in laminated slab |
| CN113971310A (en) * | 2021-12-02 | 2022-01-25 | 三一筑工科技股份有限公司 | Modeling method and device |
| CN114790793A (en) * | 2022-02-22 | 2022-07-26 | 中核华泰建设有限公司 | Integrated construction method for prefabricated PC board pipeline of prefabricated building |
| CN114809316A (en) * | 2022-04-29 | 2022-07-29 | 广东博意建筑设计院有限公司 | Connecting piece, prefabricated bottom plate manufacturing and stacking method, laminated slab and construction method of laminated slab |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090193749A1 (en) * | 2008-02-05 | 2009-08-06 | Gembol Michael P | Internally trussed monolithic structural members |
| CN106639317A (en) * | 2016-12-23 | 2017-05-10 | 浙江省建工集团有限责任公司 | Prefabricated building complete set constructing technology |
| CN107386512A (en) * | 2017-07-05 | 2017-11-24 | 中建八局第建设有限公司 | A kind of new fabrication and installation method of Prefabricated superposed beam plate |
| CN107977487A (en) * | 2017-11-07 | 2018-05-01 | 山东住工装配建筑有限公司 | A kind of assembly concrete architectural design method based on BIM technology |
| CN108005286A (en) * | 2017-11-23 | 2018-05-08 | 安徽同济建设集团有限责任公司 | A kind of construction method of the unidirectional overlapping floorboard of assembled architecture |
| CN108108510A (en) * | 2017-10-27 | 2018-06-01 | 广东星层建筑科技股份有限公司 | A kind of assembled architecture design method and equipment based on BIM |
| CN207959643U (en) * | 2018-01-31 | 2018-10-12 | 山东海龙建筑科技有限公司 | Plate laminated floor slab drops in electromechanical integration laminated floor slab, toilet |
| CN108661223A (en) * | 2018-05-07 | 2018-10-16 | 浙江省建工集团有限责任公司 | A kind of prefabricated superimposed sheet of assembled architecture reserves the construction technology of wire casing |
-
2018
- 2018-12-10 CN CN201811506547.3A patent/CN109577535A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090193749A1 (en) * | 2008-02-05 | 2009-08-06 | Gembol Michael P | Internally trussed monolithic structural members |
| CN106639317A (en) * | 2016-12-23 | 2017-05-10 | 浙江省建工集团有限责任公司 | Prefabricated building complete set constructing technology |
| CN107386512A (en) * | 2017-07-05 | 2017-11-24 | 中建八局第建设有限公司 | A kind of new fabrication and installation method of Prefabricated superposed beam plate |
| CN108108510A (en) * | 2017-10-27 | 2018-06-01 | 广东星层建筑科技股份有限公司 | A kind of assembled architecture design method and equipment based on BIM |
| CN107977487A (en) * | 2017-11-07 | 2018-05-01 | 山东住工装配建筑有限公司 | A kind of assembly concrete architectural design method based on BIM technology |
| CN108005286A (en) * | 2017-11-23 | 2018-05-08 | 安徽同济建设集团有限责任公司 | A kind of construction method of the unidirectional overlapping floorboard of assembled architecture |
| CN207959643U (en) * | 2018-01-31 | 2018-10-12 | 山东海龙建筑科技有限公司 | Plate laminated floor slab drops in electromechanical integration laminated floor slab, toilet |
| CN108661223A (en) * | 2018-05-07 | 2018-10-16 | 浙江省建工集团有限责任公司 | A kind of prefabricated superimposed sheet of assembled architecture reserves the construction technology of wire casing |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042963A (en) * | 2019-04-25 | 2019-07-23 | 江苏浩森建筑设计有限公司 | A method of reducing assembled floor superimposed sheet thickness |
| CN110135713A (en) * | 2019-04-30 | 2019-08-16 | 中国二十冶集团有限公司 | PC wall and cast-in-place column realize the method that materials are estimated by BIM compositional modeling |
| CN111119332A (en) * | 2019-12-31 | 2020-05-08 | 广东省第一建筑工程有限公司 | Novel electromechanical wire pipe prefabricating and mounting connection construction method for fabricated building |
| CN111424981A (en) * | 2020-04-07 | 2020-07-17 | 广州市水电设备安装有限公司 | Pre-embedding laying method for wires of fabricated building |
| CN111441531A (en) * | 2020-05-11 | 2020-07-24 | 上海紫宝住宅工业有限公司 | Pre-buried machine wire box structure and method of prefabricated wallboard |
| 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 |
| CN113152888A (en) * | 2021-05-01 | 2021-07-23 | 中国建筑第七工程局有限公司 | Drilling-free pipeline installation construction method based on BIM technology |
| CN113282986A (en) * | 2021-05-27 | 2021-08-20 | 中国建筑第二工程局有限公司 | Electromechanical integrated pipeline assembly type construction method |
| CN113334566A (en) * | 2021-06-17 | 2021-09-03 | 慧博元宇供应链有限公司 | Method for pre-burying and laying water supply pipeline and electric wire pipeline by laminated plate |
| CN113808258A (en) * | 2021-09-18 | 2021-12-17 | 广东博意建筑设计院有限公司 | Fine laying cooperative design method and system for electric conduit system in laminated slab |
| CN113971310A (en) * | 2021-12-02 | 2022-01-25 | 三一筑工科技股份有限公司 | Modeling method and device |
| CN114790793A (en) * | 2022-02-22 | 2022-07-26 | 中核华泰建设有限公司 | Integrated construction method for prefabricated PC board pipeline of prefabricated building |
| CN114809316A (en) * | 2022-04-29 | 2022-07-29 | 广东博意建筑设计院有限公司 | Connecting piece, prefabricated bottom plate manufacturing and stacking method, laminated slab and construction method of laminated slab |
| CN114809316B (en) * | 2022-04-29 | 2023-11-07 | 广东博意建筑设计院有限公司 | Connecting piece, prefabricated bottom plate manufacturing and stacking method, laminated plate and construction method of laminated plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109577535A (en) | Assembled architecture PC superimposed sheet and the electromechanical installation built-in process of dry wall combination | |
| CN203113580U (en) | Concrete laminated slab with steel bar trusses | |
| CN101736839B (en) | Construction method for prestressed concrete floor slab reserved with water-heating pipeline well opening | |
| CN105019555A (en) | Novel steel reinforced concrete shearing wallboard fabricated building system | |
| CN109707091B (en) | Assembly type invisible beam composite floor slab with separated pipelines installed from top to bottom | |
| CN103397790A (en) | Assembled bathroom and installation process | |
| CN107558626A (en) | A kind of prefabricated assembled wall structure and the method using this structure building house | |
| CN108661223A (en) | A kind of prefabricated superimposed sheet of assembled architecture reserves the construction technology of wire casing | |
| CN110295700A (en) | Assembled Sloping roof construction method | |
| CN108005286A (en) | A kind of construction method of the unidirectional overlapping floorboard of assembled architecture | |
| CN104032869A (en) | Prefabricated composite floor slabs and prefabricated construction method thereof | |
| CN111119332A (en) | Novel electromechanical wire pipe prefabricating and mounting connection construction method for fabricated building | |
| CN106759420A (en) | Prefabricated assembled transformer substation foundation structure | |
| CN114108917A (en) | Height-adjustable assembly type composite floor slab construction method | |
| CN105908965A (en) | Assembly type concrete wall board, assembly type building and assembly method | |
| CN203145267U (en) | Prefabricated composite floor slab | |
| CN107227870A (en) | Transformer substation building spliced by prefabricated parts | |
| CN203394108U (en) | Fabricated bathroom | |
| CN109667376A (en) | Novel superposed superstructure and its construction method suitable for steel construction H profile steel beam | |
| CN106836600A (en) | A kind of reinforcing bar composite floor for power transformation engineering | |
| CN110644662A (en) | Prefabricated flat slab composite slab based on stress and splitting method thereof | |
| WO2024074079A1 (en) | Prefabricated assembled reinforced concrete retaining wall and construction method therefor | |
| CN209703805U (en) | A kind of novel superposed superstructure suitable for steel construction H profile steel beam | |
| CN211396202U (en) | Prefabricated floor of assembled | |
| CN205077617U (en) | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
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: 20190405 |
|
| RJ01 | Rejection of invention patent application after publication |