CN110593397B - Multi-layer assembled plate-type building - Google Patents
Multi-layer assembled plate-type building Download PDFInfo
- Publication number
- CN110593397B CN110593397B CN201910575098.6A CN201910575098A CN110593397B CN 110593397 B CN110593397 B CN 110593397B CN 201910575098 A CN201910575098 A CN 201910575098A CN 110593397 B CN110593397 B CN 110593397B
- Authority
- CN
- China
- Prior art keywords
- wall
- concrete
- panel
- slab
- building according
- 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.)
- Active
Links
- 239000004567 concrete Substances 0.000 claims abstract description 89
- 238000013461 design Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 28
- 239000010959 steel Substances 0.000 claims description 28
- 239000010410 layer Substances 0.000 claims description 16
- 230000002457 bidirectional effect Effects 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 7
- 239000011178 precast concrete Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 239000002023 wood Substances 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 3
- 230000002265 prevention Effects 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims description 2
- 238000009415 formwork Methods 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 claims description 2
- 238000007789 sealing Methods 0.000 claims description 2
- 239000002356 single layer Substances 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims 2
- 238000011065 in-situ storage Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 13
- 238000011161 development Methods 0.000 description 5
- 230000018109 developmental process Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 238000004321 preservation Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000009776 industrial production Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
- E04H1/04—Apartment houses arranged in two or more levels
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明涉及一种多层装配式板式建筑，包括基础、板式承重墙、构造柱、楼/屋盖板、女儿墙以及楼梯和/或电梯。所述板式承重墙、女儿墙采用加气混凝土板或轻集料混凝土板，并根据设计需要在外墙四角和对应转角，楼/电梯间四角、纵横墙交接处等部位设置混凝土构造柱，在每层楼盖和屋盖处设置混凝土圈梁。
The present invention relates to a multi-storey assembled plate-type building, comprising a foundation, plate-type load-bearing walls, structural columns, floor/roof panels, parapets, and stairs and/or elevators. The plate-type load-bearing walls and parapets are made of aerated concrete panels or light aggregate concrete panels, and concrete structural columns are arranged at the four corners of the outer wall and the corresponding corners, the four corners of the floor/elevator room, the intersection of the vertical and horizontal walls, etc. according to design requirements, and concrete ring beams are arranged at the floor and roof of each floor.
Description
Technical Field
The invention belongs to the technical field of building components and structures and construction thereof, and relates to a plate-type bearing wall, a constructional column and a corresponding multi-layer assembled plate-type building.
Technical Field
In 2 months 2019, the office halls of housing and urban and rural construction department issue notification about developing rural housing construction test point work, and propose a modern construction mode for popularizing and applying the rural housing, which requires "popularizing the modern construction mode for the rural housing according to local conditions". The new technology, new product and new technology of green energy conservation are needed to be applied, and building application technologies such as assembly type building, passive sunlight room and the like are explored. The construction of assembled agriculture houses has become an important grip for advancing the strategy of village vibration.
At present, an assembled concrete structure widely applied to urban houses is characterized in that an inner bearing wall adopts a precast concrete wallboard, an outer bearing wall adopts a precast concrete sandwich heat-insulating external wallboard, and a floor slab adopts a concrete precast composite slab. The components are large and heavy, and the rural road foundation design is difficult to meet the requirements of component transportation and installation. In addition, the prefabricated concrete structure has high technical requirements and high construction cost, and is difficult to popularize in batches in rural areas.
For many years, masonry structure buildings are widely applied in vast rural areas of China due to low technical requirements, good economy and flexible and convenient application. However, with the development of economy and society in China, the traditional masonry structure building also has challenges that the production of common clay bricks damages cultivated land and has poor building heat preservation performance, the aging trend of building workers is more and more serious, the site construction labor condition is poor, the labor intensity is high, and the environmental pollution of a construction site is serious. The traditional masonry structure is difficult to meet the requirements of sustainable development and high-quality development of the building industry in China.
The aerated concrete slab or the lightweight aggregate concrete slab adopted by the invention has high standardization degree and high industrial production efficiency. The secondary processing process of the component is all dry, the technology is simple, and the pollution is small. The building member has light dead weight, is convenient to transport and install, can meet the requirements of building self-heat preservation and building fire prevention, meets the requirements of assembled building development in China, and is especially suitable for housing construction in vast rural areas in China.
Disclosure of Invention
The invention provides a plate type bearing wall and a constructional column, a corresponding multi-layer assembled plate type building and a construction method thereof.
In one aspect, the invention provides a multi-storey fabricated panel building comprising foundations, panel load-bearing walls, constructional columns, building/roof boards, parapet walls and stairways and/or elevators, wherein:
the plate-type bearing wall comprises a plurality of concrete wallboards, wherein the concrete wallboards are used in a standing way, through long or discontinuous grooves are processed on the top surface of the concrete wallboards, vertical joints between the horizontally adjacent wallboards are generally staggered, and semicircular or polygonal grooves are formed in the vertical joints on the side surfaces of the wallboards;
The wallboard is connected with the constructional column, and a toothed rack is arranged on the wallboard at the connection part;
and horizontal lacing bars are arranged in the horizontal joint between the upper and lower layers of the wallboards and are connected with the constructional column.
The foundation is a common concrete foundation or a common masonry foundation.
The wallboard is prepared from aerated concrete or lightweight aggregate concrete.
The vertical joints between the wallboards which are horizontally adjacent are generally staggered, the staggered distance is not less than half of the height of the wallboards, but when the vertical joints form through joints due to engineering implementation, lap joint connection reinforcing steel bars can be arranged in the horizontal joints, and vertical through reinforcing steel bars are arranged in the side surface concave grooves.
According to design requirements, cast-in-place concrete constructional columns are arranged at corner parts of the plate-type bearing wall, which comprise four corners of the outer wall, corresponding corners, four corners of a building/elevator room and the joint of the longitudinal and transverse walls.
The connection part of the wallboard and the constructional column can be staggered through installation to form a toothed joint, or the toothed joint is prefabricated at the connection part of the wallboard and the constructional column.
And when the plate-type bearing wall is an inner wall, the groove is positioned in the middle of the thickness of the wall body, and when the plate-type bearing wall is an outer wall, the groove is positioned on the inner side of the wall body, so that an L-shaped structure is formed at the top of the wall body.
The multi-layer assembled aerated concrete slab type building can be used for residential buildings such as houses, civilian hosts, rural hotels and the like.
The aerated concrete slab or the lightweight aggregate concrete slab adopted by the invention has high standardization degree and high industrial production efficiency. The secondary processing process of the component is all dry, the technology is simple, and the pollution is small. The building member has light dead weight, is convenient to transport and install, can meet the requirements of building self-heat preservation and building fire prevention, meets the requirements of assembled building development in China, and is especially suitable for housing construction in vast rural areas in China.
Drawings
The foregoing brief description of the invention, as well as the following detailed description of the invention, will be better understood when read in conjunction with the accompanying drawings.
Fig. 1 is a schematic view of a multi-story, assembled panel-style building according to one embodiment of the invention.
Fig. 2A is a schematic view of an external corner of a heat-insulating external wall in an assembled panel-type building according to an embodiment of the present invention.
Fig. 2B is a schematic view of the inside corner of a heat-insulating outside wall in an assembled panel-form building according to one embodiment of the invention.
Fig. 3 is a schematic view of a 600mm high conventional wallboard according to one embodiment of the present invention.
Fig. 4 is a schematic view of a 600mm high thermal insulation exterior wall panel according to one embodiment of the invention.
Fig. 5 is a schematic view of a collar beam lower inner wall panel according to one embodiment of the present invention.
Fig. 6 is a schematic view of a ring beam lower outer wall panel according to one embodiment of the invention.
Detailed Description
In order that the manner in which the above recited features, advantages, objects and advantages of the present invention are obtained will become readily apparent from the following detailed description of the invention when taken in connection with the accompanying drawings.
In one embodiment, as shown in fig. 1 to 6, the multi-deck fabricated panel construction of the present invention comprises a foundation, a panel load bearing wall 110, a constructional column 120, a building/roof panel, parapet, and stairways and/or elevators, wherein:
the plate-type load-bearing wall 110 comprises a plurality of concrete wallboards 112, wherein the concrete wallboards 112 are used in a standing way, through long or discontinuous grooves 111 are processed on the top surface of the concrete wallboards, vertical joints 114a between the horizontally adjacent wallboards 112 are generally staggered, and semicircular or polygonal grooves 119 are formed in the side surfaces of the wallboards 112 at the vertical joints 114 a;
The wall panel 112 is connected to the constructional column 120 and the wall panel 112 is provided with a spline 140 at the connection;
horizontal tie bars are arranged in the horizontal joints 114b between the upper and lower wall boards 112 and are connected with the constructional columns 120.
The multi-layer assembled plate type building can be used for residential buildings such as houses, civilian hosts, rural hotels and the like. For example, the number of building layers is not more than 8, the layer height is not more than 3.6m, and the room is not more than 4.8m.
In one embodiment, the foundation is a plain concrete foundation or a plain masonry foundation.
The wallboard 112 is made of aerated concrete or lightweight aggregate concrete, and the strength grade of the board is LC2.5-LC15. The length of the plate is generally not more than 4.2m, the thickness of the plate is 200-400mm, the height of the plate is 200-600 mm, and the common plate heights are 300mm and 600mm.
The grooves 111 on the top surface of the wall plate 112 are 5-25mm deep, and the width of the grooves 111 is 40-100mm smaller than the thickness of the wall plate 112.
And a special mortar connection which is suitable for the strength grade of the material of the wall plate 112 is adopted between the upper layer, the lower layer and the horizontally adjacent wall plates 112, and the connection method comprises the steps of masonry connection and grouting connection after surface sealing reserved plate seams, for example, the net width of the plate seams is 3mm-20mm.
The vertical joints 114a between the wall boards 112 which are horizontally adjacent are generally staggered, the staggered distance is not less than half the height of the wall boards 112, but when the vertical joints 114a form through joints due to engineering implementation requirements, lap joint reinforcing bars can be arranged in the horizontal joints 114b, and the lap joint reinforcing bars adopt smooth round reinforcing bars or ribbed reinforcing bars. For example, the diameter of the steel bars is 6-10mm, the number of the steel bars is 2-3 along the thickness direction of the wall, and the lengths of the steel bars anchored into the two sides of the through seam of the plate type bearing wall 110 are 150-600mm.
According to design requirements, cast-in-place concrete constructional columns 120 are arranged at corner parts of the plate-type bearing wall 110, which comprise four corners of the outer wall, corresponding corners, four corners of a building/elevator room and the joint of the longitudinal and transverse walls.
The section of the constructional column 120 is square, rectangle, L-shaped, T-shaped or cross-shaped, the main side dimension is not less than 190mm, the wall thickness of the external wall with heat preservation and insulation requirements is larger than the section width of the constructional column 120, the constructional column 120 is arranged on the inner side of the external wall, and the wallboard 112 with reduced local thickness is arranged on the outer side of the constructional column 120, so that a heat-proof bridge structure 125 (see figure 6) at the constructional column 120 is formed.
The horizontal tie bars arranged in the horizontal joint 114b of the plate-type load-bearing wall 110 are smooth round bars or ribbed bars, the diameter is 6-10mm, the number of the tie bars is 2-3 along the thickness direction of the wall, the distance along the height direction of the plate-type load-bearing wall 110 is 300mm and 600mm, and the length of the steel bars anchored into the plate-type load-bearing wall 110 is not less than 1m.
The slab-type bearing wall 110 is provided with a concrete ring beam 116 at each floor/roof, the section width is not less than 190mm, and the section height is not less than 120mm.
The height of the teeth-shaped joints 140 is 300 or 600mm, the clear distance is 300 or 600mm, and the concave-convex staggered size of the teeth-shaped joints 140 is 60mm.
In the multi-layer fabricated panel-type building, when the panel height of the wall panel 112 is 300mm, the joint between the wall panel 112 and the constructional column 120 can be staggered by about 60mm through installation to form a 300mm high-level toothed rack 140, and when the panel height of the wall panel 112 is 600mm, the joint between the wall panel 112 and the constructional column 120 can be staggered by about 60mm through installation to form a 600mm high-level toothed rack 140, and also the 300mm high-level toothed rack 140 can be prefabricated.
At the concrete girt 116, a through-length groove 111 is processed on the top surface of the wall plate 112 below the concrete girt 116 to form the lower contour of the concrete girt 116, the width of the groove 111 is consistent with the width of the section of the concrete girt 116, the depth of the groove 111 is determined by the height of the section of the girt 116 and the thickness of the building/roof deck, when the plate-type bearing wall 110 is an inner wall, the groove 111 is positioned in the middle of the thickness of the wall, and when the plate-type bearing wall 110 is an outer wall, the groove 111 is positioned on the inner side of the wall, thereby forming an L-shaped structure at the top of the wall.
The plate-type bearing wall 110 is provided with a lintel 130 above a door opening 117 or a window opening 118, the lintel 130 can be a common precast concrete lintel, a lintel combined with a reinforced wallboard 112 or a cast-in-place concrete lintel, the top surface of the wallboard 112 below the lintel 130 can be processed into a through long groove 111 to form the lower profile of the lintel 130, the width of the groove 111 is consistent with the width of the section of the lintel 130, and the depth of the groove 111 is determined by the height of the section of the lintel 130 and the thickness of a building/roof plate.
The parapet wall adopts ordinary cast-in-place concrete, aerated concrete slab or lightweight aggregate concrete slab, wherein when adopting the aerated concrete slab or lightweight aggregate concrete slab, the aerated concrete slab or the lightweight aggregate concrete slab is connected with the constructional column 120 or the roof collar beam 116 through connecting reinforcing steel bars.
The building/roof slab adopts a wood structure slab, an aerated concrete slab, a lightweight aggregate concrete slab, a concrete prefabricated laminated slab or a steel bar truss solid formwork building support slab of cast-in-place concrete according to the requirements.
The wall plate 112, the aerated concrete plate or the lightweight aggregate concrete plate adopted by the building/roof board are provided with common smooth round steel bars or ribbed steel bars according to design requirements, the diameter of the steel bars is 6-14mm, and the bidirectional spacing is 50-400mm. The reinforced bars of the aerated concrete plate or the lightweight aggregate concrete plate adopted by the wallboard 112 are generally of a double-layer bidirectional structure, and the reinforced bars of the aerated concrete plate or the lightweight aggregate concrete plate adopted by the building/roof board are of a double-layer bidirectional structure or a single-layer bidirectional structure. According to engineering requirements, the steel bars can be subjected to corrosion prevention treatment.
The equipment pipeline in the plate type building can be laid on site by reserving holes of the pipeline and a box hole of the pipeline in the component in advance, or alternatively, the pipeline is fixed on the side surface of a wall body and the lower surface of a building/roof plate through connecting pipeline clamps and covered by an assembled wall surface and a suspended ceiling facing.
The aerated concrete plate or the lightweight aggregate concrete plate can be manufactured in a factory customized mode according to design requirements, or the aerated concrete plate or the lightweight aggregate concrete plate of a standard plate type is purchased and manufactured through secondary processing of a simple processing tool on the basis of the standard plate type.
For buildings with high heat preservation requirements, the thickness of the outer wall of the building is larger than the width of the ring beam and the constructional column 120 so as to avoid the formation of a thermal bridge on the outer wall of the building, and the related wallboard 112 is prefabricated in a factory according to the constructional requirements of the ring beam and the constructional column 120. Optionally, the building outer wall can also adopt a postpositive heat-insulating and decorating integrated plate.
The floor slab and the roof slab adopt wood structure plates, aerated concrete plates, lightweight aggregate concrete plates, concrete prefabricated laminated slabs or steel bar truss solid-mould floor support plates of cast-in-place concrete and the like according to requirements.
The aerated concrete slab or the lightweight aggregate concrete slab used for the slab-type load-bearing wall 110 and the floor slab (roof slab) is configured with common smooth steel bars or ribbed steel bars according to design requirements.
The stairs are concrete stairs, steel stairs or wood stairs.
In the description herein and in the drawings, the products and methods of the present invention are described as particular shapes, materials or process sequences, and certain detailed parameters are provided for illustrative purposes for some specific embodiments. It should be understood, however, that these specific descriptions are not intended to limit the scope of the invention, i.e., modifications and variations in shape, materials, or sequence of processes are still included within the scope of the invention.
Claims (17)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910575098.6A CN110593397B (en) | 2019-06-28 | 2019-06-28 | Multi-layer assembled plate-type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910575098.6A CN110593397B (en) | 2019-06-28 | 2019-06-28 | Multi-layer assembled plate-type building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110593397A CN110593397A (en) | 2019-12-20 |
| CN110593397B true CN110593397B (en) | 2025-02-18 |
Family
ID=68852692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910575098.6A Active CN110593397B (en) | 2019-06-28 | 2019-06-28 | Multi-layer assembled plate-type building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110593397B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111456227A (en) * | 2020-05-06 | 2020-07-28 | 正合新材(大连)科技有限公司 | Assembly plate structure type building and construction method thereof |
| CN112127500A (en) * | 2020-09-08 | 2020-12-25 | 重庆大学 | An autoclaved aerated concrete curved side wall panel-cast-in-situ concrete ring beam and structural column composite wall |
| CN117803070A (en) * | 2024-02-06 | 2024-04-02 | 四川大学 | Fully assembled modular building with radiation protection function and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358341A (en) * | 2014-11-10 | 2015-02-18 | 福建省镁金来环保建筑科技有限公司 | A kind of building masonry and construction masonry method |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN208168356U (en) * | 2018-04-19 | 2018-11-30 | 北方工程设计研究院有限公司 | Assembled wallboard self-heat conserving constructional column formwork |
| CN211200692U (en) * | 2019-06-28 | 2020-08-07 | 中清大科技股份有限公司 | Multilayer assembled plate type building |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB643339A (en) * | 1946-04-19 | 1950-09-20 | Bata | Improvements in and relating to building structures |
| WO2007134518A1 (en) * | 2006-05-18 | 2007-11-29 | Xinfu Chen | Structure system of concrete buliding for self-heat insulation |
| CN101967851A (en) * | 2009-07-28 | 2011-02-09 | 董杨 | Board-mixing structure assembly type house and building method thereof |
| CN102561552A (en) * | 2011-12-31 | 2012-07-11 | 北京工业大学 | Steel tube concrete shear wall comprising vertical soft steel energy consuming straps with horizontal seams and manufacturing method |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
| CN106968367A (en) * | 2017-05-03 | 2017-07-21 | 中国建筑股份有限公司 | A kind of new 3D printing reinforced wall and its construction method |
| CN108086693B (en) * | 2017-12-13 | 2019-10-08 | 西南科技大学 | Construction method of a low-story prefabricated reinforced concrete frame structure system |
| CN207672798U (en) * | 2017-12-22 | 2018-07-31 | 四川国鼎建筑设计有限公司 | A kind of connection structure of masonry filler wall and concrete structure |
| CN108252405B (en) * | 2018-03-30 | 2024-02-20 | 郑勤民 | Prefabricated steel-concrete cavity shear wall assembled building and construction method thereof |
| CN209025332U (en) * | 2018-09-03 | 2019-06-25 | 武汉三木和森建设有限公司 | A kind of prefabricated parapet arrester node structure for assembled architecture lightning protection |
-
2019
- 2019-06-28 CN CN201910575098.6A patent/CN110593397B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358341A (en) * | 2014-11-10 | 2015-02-18 | 福建省镁金来环保建筑科技有限公司 | A kind of building masonry and construction masonry method |
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN208168356U (en) * | 2018-04-19 | 2018-11-30 | 北方工程设计研究院有限公司 | Assembled wallboard self-heat conserving constructional column formwork |
| CN211200692U (en) * | 2019-06-28 | 2020-08-07 | 中清大科技股份有限公司 | Multilayer assembled plate type building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110593397A (en) | 2019-12-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202559569U (en) | Assembled monolithic self-insulation hidden dense rib light superposed floor slab | |
| WO2017036185A1 (en) | Aluminum alloy house | |
| CN110593397B (en) | Multi-layer assembled plate-type building | |
| CN107740530B (en) | High-temperature autoclaved lightweight aerated concrete integral external wall panel and construction method thereof | |
| CN107190884A (en) | A kind of new many high-rise hot-rolled steel section composite light-weight steel shear wall combined structure systems | |
| CN115492230B (en) | A kind of assembled integral building and construction method connected by keyway and centralized reinforcement | |
| CN110593449B (en) | Assembled light vertical slat type load-bearing wall structure and construction method thereof | |
| EA013175B1 (en) | Outer multi-story frame building wall of arcos system and method of erection thereof | |
| CN106351358A (en) | Method for manufacturing and mounting fabricated steel structure house sandwich thermal insulation concrete external wall panel | |
| RU2440472C1 (en) | Method to erect monolithic construction structure of building or facility "bliss house" | |
| US7700024B1 (en) | Corrugated concrete wall panel form and method of construction thereof | |
| CN212561875U (en) | A prefabricated building | |
| CN218990425U (en) | Fully assembled stairwell | |
| CN110670758B (en) | Fabricated steel structure building based on fiber reinforced clad wood substrate and construction method | |
| RU2351723C1 (en) | Multistory building | |
| CN211200692U (en) | Multilayer assembled plate type building | |
| CN103015563B (en) | Outer-block inner-masonry building structure system | |
| CN111456227A (en) | Assembly plate structure type building and construction method thereof | |
| CN103510649B (en) | The light steel fire-proof composite floor structure of a kind of prefabrication and assembly construction | |
| CN211200814U (en) | Assembled light vertical bar plate type bearing wall structure | |
| CN211200813U (en) | Light aggregate concrete combined bearing outer wall structure and building comprising same | |
| CN113789924B (en) | Fast-assembly steel structure staircase and installation method | |
| RU67131U1 (en) | MULTILAYERED WALL OF THE BUILDING (OPTIONS) | |
| EP4079984B1 (en) | Panel and self-supporting modular facade cladding system including said panel | |
| CN110397189A (en) | A light-aggregate concrete combined load-bearing exterior wall 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 | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20240207 Address after: No. a903a, building 8, yard 1, Zhongguancun East Road, Haidian District, Beijing 100084 Applicant after: ZHONGQINGDA TECHNOLOGY Co.,Ltd. Country or region after: China Applicant after: ARCHITECTURAL DESIGN AND RESEARCH INSTITUTE OF TSINGHUA UNIVERSITY Co.,Ltd. Address before: No. a903a, building 8, yard 1, Zhongguancun East Road, Haidian District, Beijing 100084 Applicant before: ZHONGQINGDA TECHNOLOGY Co.,Ltd. Country or region before: China Applicant before: Ren Baoshuang |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |