WO2017076070A1 - 一种集成装配式钢结构建筑 - Google Patents

一种集成装配式钢结构建筑 Download PDF

Info

Publication number
WO2017076070A1
WO2017076070A1 PCT/CN2016/090888 CN2016090888W WO2017076070A1 WO 2017076070 A1 WO2017076070 A1 WO 2017076070A1 CN 2016090888 W CN2016090888 W CN 2016090888W WO 2017076070 A1 WO2017076070 A1 WO 2017076070A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall
steel
integrated
floor
frame
Prior art date
Application number
PCT/CN2016/090888
Other languages
English (en)
French (fr)
Inventor
吕黄兵
许航
苏君岩
刘曙
胡朝辉
严小霞
管龙
薄庆多
Original Assignee
中建钢构有限公司
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 中建钢构有限公司 filed Critical 中建钢构有限公司
Priority to JP2018600056U priority Critical patent/JP3218530U/ja
Priority to DE212016000202.3U priority patent/DE212016000202U1/de
Publication of WO2017076070A1 publication Critical patent/WO2017076070A1/zh

Links

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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • the invention belongs to the field of steel structure construction, in particular to an integrated assembly steel structure building.
  • the steel structure has the advantages of light weight, high strength, good shock resistance, flexible layout, small cross-section of the component, easy assembly, short construction period and high use area, and is advantageous for industrial production and standard production.
  • China's rapid economic growth has brought us employment and wealth, as well as a huge ecological crisis, such as energy depletion, ecological deterioration, greenhouse effect, etc. These crises are seriously affecting our environment and life.
  • the energy consumption of the construction industry accounts for more than 1/3 of the total energy consumption of the whole society. It is a veritable black hole for energy consumption.
  • the building produced a lot of pollution in the production process, including 50% water pollution, 50% air pollution, 42% greenhouse gas emissions and a large amount of construction waste. Therefore, the government has long listed the sustainable development of the construction industry as the core development goal, and green building emerged as the times require.
  • the assembly type has been extensively studied within the industry.
  • the prefabricated buildings can be divided into two types: prefabricated concrete buildings and fabricated steel structures.
  • the assembly of concrete buildings is to pre-form the building maintenance structure and main structure of wall panels, slabs, beams and columns in the factory and assemble them on site.
  • the fabricated steel structure is mainly composed of steel structure, and the maintenance structure of wall panels and floors is light steel system or concrete plate. Therefore, it has improved the level of industrialization of buildings to a certain extent and reduced the negative impact on the environment, but there is not high integration, that is, water, electricity and decoration projects still need on-site construction, and some wet work is still needed on site.
  • Structural construction because the prefabricated concrete building is usually a wall load-bearing system, so the economy is not good in high-rise construction.
  • a commonly used fabricated steel structure is a fabricated oblique braced steel structure.
  • the innovation of this structural system is that a 3.9*15.6 m “motherboard” contains the floor and ceiling, with ventilation, water supply and drainage lines and electrical connections. Lines and lighting, when placed at the factory, the pillars, diagonal braces and doors and windows, walls and even sanitary wares required for room installation are placed on the top.
  • a large truck can carry a construction area of 120 square meters and is transported to the site for one-time lifting. In the part, the worker only needs to screw the bolt and paint.
  • this structural system has the following defects: (1) Since the steel column of each floor of this structural system is disconnected, it belongs to the strong beam weak column system and does not conform to the basic principle of seismic strengthening "strong column weak beam" of building structure; (2) Structural system Although the main structure and floor can be assembled in the factory and on the site, the interior walls, exterior walls, roof slabs, doors and windows and house decoration cannot be assembled in the factory and assembled on site.
  • the structural system is a steel frame anti-side force structure system, which consists of steel beams, steel columns and diagonal columns between steel columns.
  • the steel pipe truss floor bearing plate and the inner and outer walls adopt the Handebang CAA grouting wall.
  • the main steel frame structure of the structure can realize the factory production and on-site assembly.
  • the steel pipe truss floor bearing plate reduces the work of the field supporting formwork and the tying of the steel pipe.
  • the technical problem to be solved by the present invention is to provide an integrated fabricated steel structure building, which aims to not only have strong integrity, convenient construction, high recycling rate, low production cost, wide range of performance, but also prefabricated components. And the joints are installed and disassembled at the factory, and it is easy to achieve large-scale production on the construction site and greatly reduce construction waste.
  • the present invention is achieved by an integrated assembled steel structure building comprising a main body frame, a floor slab, an inner wall slab, an outer wall slab and a roof, the floor slab, the inner wall slab, The outer wall support plate and the roof surface and the main body frame are respectively connected by a connecting member, and the inner wall bearing plate and the outer wall bearing plate are adjacently disposed, and the roof surface is disposed at an upper end of the main body frame.
  • the outer panel of the floor panel, the inner wall panel, the outer wall panel and the roof surface are respectively integrated with decorative panels, and the interiors thereof are respectively integrated with cable tubes and water pipes.
  • the foregoing main body frame adopts a 350 ⁇ 350 ⁇ 8 mm cold-formed square steel pipe which is substantially rectangular, and the main body frame includes a plurality of horizontal steel beams and a plurality of vertical steel columns vertically connected to the horizontal steel beam.
  • the floor slab is connected between the plurality of horizontal steel beams, and the inner wall slab and the outer wall slab are respectively connected to the vertical steel column, the roof and the horizontal steel beam And the vertical steel columns are respectively connected.
  • the aforementioned connecting member is a multi-bolt or self-tapping screw.
  • the aforementioned integrated fabricated steel structure building has a two-layer structure, and the horizontal steel beam adopts a high-frequency welded I-beam of 300 ⁇ 150 ⁇ 6 ⁇ 8 mm.
  • the aforementioned floor slab is an integrated floor slab, and includes a first cement fiber board, a slab frame and a ceiling along the floor from the top to the bottom, the slab frame is made of angle steel,
  • the first cement fiber board is laid on the upper surface of the floor frame to form a decorative floor layer, the first cement fiber board has a thickness of 30 mm, and the ceiling comprises an extrusion arranged on the lower surface of the floor frame from top to bottom.
  • the foregoing slab frame is substantially rectangular, and the slab frame comprises a plurality of truss assembly modules, a floor keel and a support member, and the floor keel is connected between the plurality of truss assembly modules, the support member And being disposed on the partial truss assembly module and the lower chord surface to support the truss assembly module and the floor keel.
  • the inner wall carrier plate is an integrated assembled inner wall carrier plate, which is substantially a rectangular light steel frame structure, and the inner wall carrier plate comprises a plurality of steel pipes, an inner wall plate keel connected to the steel pipe, a plurality of support bars respectively connected to the steel pipe and the inner wall keel, wherein the support bars are iron bars.
  • the plurality of steel pipes are divided into horizontal square steel pipes and vertical square steel pipes, and the horizontal square steel pipes are respectively connected with the vertical square steel pipes and form a plurality of connection points, and the inner wall plate keels are connected at the level
  • the square steel pipes are disposed in parallel with the vertical square steel pipe, and the support bars are two-wayly connected between the uppermost connection point and the intermediate point connection point.
  • the foregoing external wall support plate is an integrated assembled external wall support plate
  • the outer wall support plate includes an outer cement fiber board, an outer extruded board, an outer wall board frame, and an inner extrusion along the outer wall direction.
  • a panel and an inner cement fiber board the decorative board is integrated on the outer cement fiber board
  • the inner cement fiber board is integrated with an interior wall latex paint and an integrated window
  • the outer cement fiber board and the inner cement fiber board respectively pass the dovetail
  • the nail is fixed on the outer wall panel frame, and the outer wall panel frame is filled with foamed concrete to form a foamed concrete board
  • the outer extruded board and the inner extruded board are all made of polyphenylene board.
  • the foregoing roof is an integrated fabricated roof, which is substantially triangular, and includes a roof color steel plate, a roof insulation layer, a roof frame and a roofing sanding strip in a direction from the outside to the inside of the roof, the roof frame is triangular Steel structure, the roof color steel plate is located at the outermost side of the roof, the roof insulation house is sandwiched between the roof color steel plate and the roof frame and carried on the roofing sand bar to enhance the The thermal insulation property of the roof, the roofing sandpaper is held on the roof frame.
  • the present invention has the beneficial effects that the integrated assembled steel structure provided by the embodiment of the present invention transfers the work that originally needs field work to the factory by adopting a whole installation and dismantling construction mode for the entire building.
  • the construction efficiency is greatly improved, the construction time is shortened, and the construction site garbage is reduced.
  • bolts are used to connect the various building modules, thereby improving the recycling rate of the building and reducing the manufacturing cost, thereby providing convenience for the planning of urban land diversity.
  • FIG. 1 is a schematic structural view of an integrated fabricated steel structure building according to an embodiment of the present invention.
  • FIG. 2 is a structural schematic view of the integrated assembled floor slab of the integrated fabricated steel structure of FIG.
  • FIG. 3 is a structural schematic view of the integrated assembled floor slab of FIG. 2 connected to a steel beam.
  • FIG. 4 is a structural schematic view of the integrated assembled inner wall carrier of the integrated fabricated steel structure of FIG.
  • FIG. 5 is a structural schematic view of the integrated assembled exterior wall support plate of the integrated assembled steel structure building of FIG. 1.
  • Fig. 6 is a structural schematic view showing the connection of the integrated assembled outer wall support plate and the steel beam of Fig. 5.
  • Figure 7 is a schematic view showing the structure of the integrated fabricated roof of the integrated fabricated steel structure of Figure 1.
  • Figure 8 is a schematic view showing the structure of the integrated assembled roof of Figure 7 connected to the main body frame.
  • Figure 9 is a cross-sectional structural view of the outer wall carrier of the integrated fabricated steel structure of Figure 1.
  • Figure 10 is a schematic view showing the structure of the outer wall panel of the integrated fabricated steel structure of Figure 1.
  • the integrated assembled steel structure provided by the present invention comprises a main body frame 1, a floor slab 2, an inner wall slab 3, an outer wall slab 4 and a roof 5.
  • the main body frame 1 has a substantially rectangular steel structure including a plurality of horizontal steel beams 10 and a plurality of vertical steel columns 11 vertically connected to the horizontal steel beams 10.
  • the floor panel 2 is connected between the plurality of horizontal steel beams 10, and the inner wall bracket 3 and the outer wall bracket 4 are respectively connected to the vertical steel column 11, and the inner wall
  • the carrier plate 3 and the outer wall carrier plate 4 are disposed adjacent to each other.
  • the roof 5 is disposed at an upper end of the main body frame 1 and is respectively connected to the horizontal steel beam 10 and the vertical steel column 11.
  • the integrated fabricated steel structure has a two-layer structure
  • the main frame 1 adopts a cold-formed square steel pipe of 350 ⁇ 350 ⁇ 8 mm
  • the horizontal steel beam 10 adopts 300 ⁇ 150 ⁇ 6 ⁇ 8 mm.
  • the horizontal steel beams 10 are 12, and each layer has 4 horizontal steel beams 10, and each of the 4 horizontal steel beams 10 is surrounded by a rectangle to respectively carry two floor plates 2, and the vertical steel columns 11 are 6 roots.
  • the floor panel 2 is a prefabricated floor panel, and includes a first cement fiberboard 20, a floor panel 21 and a ceiling along the floor panel 2 from top to bottom. twenty two.
  • the floor frame 21 is made of angle steel, and the first cement fiber board 20 is laid on the upper surface of the floor frame 21 to form a decorative floor layer.
  • the decorative floor layer can be tiled, wooden floor or composite floor according to requirements. If it is a waterproof or leakproof floor such as a kitchen or a bathroom, a polymer waterproof cement and waterproof coating can be added between the cement fiber board and the decorative floor.
  • the first cement fiber board 20 has a thickness of 30 mm
  • the ceiling 22 includes an extruded polystyrene board and an acrylic reinforcing board which are disposed on the lower surface of the floor frame 21 in order from top to bottom.
  • the slab frame 21 is substantially rectangular, and includes a plurality of truss assembly modules 213, a floor keel 214, a support member 215, a cable tube 210, a water pipe 211, and a connecting member 212.
  • the slab keel is connected between the plurality of truss assembly modules, and the support member is disposed on the partial truss assembly module and the lower chord surface to support the truss assembly module and the floor keel.
  • the cable tube 210 and the water tube 211 are respectively integrated in the truss assembly module, and the floor plate 2 is connected to the horizontal steel beam 10 through the connecting member 212.
  • the inner wall carrier 3 is an integrated assembled inner wall carrier, which is roughly a rectangular light steel frame structure.
  • the inner wall support plate includes a plurality of steel pipes 30, an inner wall plate keel 31 connected to the steel pipe 30, a plurality of support bars 32 respectively connected to the steel pipe 30 and the inner wall plate keel 31, and integrated in the same
  • the water tube 33 in the steel pipe 30 is described.
  • the plurality of steel pipes 30 are divided into a horizontal square steel pipe 301 and a vertical square steel pipe 302, and the horizontal square steel pipe and the vertical square steel pipe are respectively connected to each other to form a plurality of welded joints 303.
  • the inner wall slab keel 31 is connected between the horizontal square steel tubes and arranged in parallel with the vertical square steel tube, and the support strips 32 are cross-connected between the uppermost connection point and the connection point at the intermediate position.
  • the hydroelectric tube 33 is integrated in the steel pipe 30 and connected to the horizontal square steel pipe.
  • a left-hand end of the inner wall support plate 3 is provided with a gate-shaped opening 300 (refer to FIG. 4).
  • the support bar 32 is a metal strip.
  • the outer wall support plate 4 is an integrated assembled outer wall support plate, and the outer wall support plate 4 includes an outer cement fiber board 40 in order from the outer to the inner direction.
  • the decorative panel 47 is integrated on the outer cement fiber board 40.
  • the inner cement fiber board 44 is integrated with an interior wall latex paint 48 and an integrated window 45, and the outer cement fiber board 40 and the inner cement fiber board 44 are respectively
  • the siding frame 42 is fixed to the outer wall panel frame 42 as shown in FIG.
  • the outer wall panel frame 42 is filled with foamed concrete to form a foamed concrete slab (refer to FIG.
  • the outer wall panel frame 42 is respectively fixed by a steel beam connecting member 46 and a steel column connecting member 47.
  • the horizontal steel beam 10 and the vertical steel column 11 are further integrated with a water pipe and a wire pipe inside the outer wall frame 42 (refer to FIG. 10).
  • the outer extruded board 41 and the inner extruded board 43 are each made of a polyphenyl board.
  • the outer extruded board 41 is sandwiched between a side of the outer wall panel frame 42 on which the foamed concrete is poured, and the outer side of the cement fiber board 40.
  • the inner extruded board 43 is sandwiched between a side of the outer wall panel frame 42 in which the foamed concrete is poured and the inner cement fiber board 44.
  • the outer cement fiber board 40 and the inner cement fiber board 43 are all made of polyphenyl sheet to enhance the thermal insulation performance of the outer wall board.
  • the exterior wall coating and the like are decorated on the outer surface of the outer cement fiber board 40, and the inner wall paint and the like are decorated on the inner surface of the inner cement fiber board 43. Construction of the decoration layer.
  • the structure of the outer wall panel frame 42 is similar to that of the inner wall panel 3, and details are not described herein.
  • the roof 5 is an integrated fabricated roof having a generally triangular steel structure.
  • a roof color steel plate 50, a roof insulation layer 51, a roof frame 52, a roofing strip 53 and an upper roof connecting member for fixing the roof frame 52 to the main body frame 1 are sequentially arranged along the roof surface 5 from the outside to the inside. 54.
  • the roof color steel plate 50 is located at the outermost side of the roof surface 5, and the roof insulation house 51 is sandwiched between the roof color steel plate 50 and the roof frame 52 and carried on the roofing sand bar 52 to enhance
  • the roofing strip 53 is retained on the roof frame 52 by the thermal insulation performance of the roofing panel 5. .
  • the building main body frame 1 and the maintenance structure (the floor panel 2, the inner wall deck 3, the outer wall deck 4 and the roof 5) are all connected by full bolts or self-tapping screws, and the floor panel 2 is
  • the hydropower and decoration works of the inner wall support plate 3 and the outer wall support plate 4 are integrated and manufactured at the factory.
  • the floor support plate 2, the inner wall support plate 3, and the outer wall support plate 4 And the roof is a modular unit for integrated installation.
  • the integrated assembled steel structure provided by the embodiment of the present invention transfers the work that needs to be on-site operation to the factory by adopting a whole installation and demolition construction mode of the entire building, and highly integrates water, electricity and decoration engineering to realize the scene.
  • the construction method of building blocks greatly reduces the noise pollution, dust pollution, construction waste, etc. brought by on-site construction, meets the requirements of green construction and green buildings, and greatly improves the efficiency of building construction and shortens the construction time. Reduce the waste on the construction site.
  • the use of bolts to connect the various building modules improve the recycling rate of the building, reduce manufacturing costs, and provide convenience for the planning of urban land diversity.

Abstract

一种集成装配式钢结构建筑，包括主体框架（1）、楼承板（2）、内墙承板（3）、外墙承板（4）以及屋面（5），楼承板（2）、内墙承板（3）、外墙承板（4）以及屋面（5）与主体框架（1）分别采用连接件连接，屋面（5）设置在主体框架（1）的上端，楼承板（2）、内墙承板（3）、外墙承板（4）以及屋面（5）的外表面分别集成有装饰装修板，内部分别集成有电缆管及水管。该集成装配式钢结构建筑整体性强、施工方便、施工成本低。

Description

一种集成装配式钢结构建筑 技术领域
本发明属于钢结构建筑领域，尤其涉及一种集成装配式钢结构建筑。
背景技术
钢结构具有轻质、高强、抗震性好、布局灵活、构件截面尺寸小、以及易装配、施工期短、使用面积高等优点，且有利于工业化生产及标准化制作。我国经济高速增长给我们带来就业、财富的同时，也带来了巨大的生态环境危机，如能源枯竭、生态恶化、温室效应等，这些危机正严重影响着我们的环境和生活。在我国，建筑业能耗占全社会总能耗的1/3以上，是名副其实的能耗黑洞。同时，建筑在生产过程中，产生了大量污染，包括50%的水污染、50%的空气污染、42%的温室气体排放以及大量的建筑垃圾。因此政府很早就将建筑业的可持续发展列入核心发展目标，绿色建筑应运而生，而装配式作为实现绿色建筑的有效途径之一，在行业内部得到了广泛研究。
装配式建筑总体可划分为装配式混凝土建筑及装配式钢结构建筑两大类。装配混凝土建筑是将墙板、楼板、梁柱等建筑维护结构和主体结构在工厂预制成型，在现场装配施工。而装配式钢结构建筑是以钢结构为主体结构，墙板、楼板等维护结构采用轻钢体系或者混凝土板材等。因此，其在一定程度上提高了建筑工业化水平，降低对环境的负面影响，但却存在集成度不高，即水、电及装饰工程仍需现场施工，而且现场仍需要部分的湿作业才能完成结构施工，因装配式混凝土建筑通常为墙体承重体系，故在高层施工中经济型不佳。
常用的一种装配式钢结构建筑为装配式斜支撑钢结构体系，此结构体系创新点在于一块3.9*15.6米的“主板”包含了地板和天花板，中间装有通风、给排水管路和电气线路及照明，出厂时上面摆放了房间安装所需的立柱、斜撑和门窗、墙体，甚至洁具厨具，一辆大卡车可运载建筑面积120平方米，运到工地后一次性吊到安装部位，工人只要拧螺栓，刷漆即可。但此结构体系存在以下缺陷：（1）由于此结构体系每层楼钢柱是断开的，属于强梁弱柱体系，不符合建筑结构抗震“强柱弱梁”的基本原则；（2）此结构体系虽然主体结构和楼板可以实现在工厂制作和现场整体装配，但内墙、外墙、屋面板、门窗和房屋装修不能实现在工厂制作和现场整体装配。
另一种常用的装配式钢结构建筑为装配式抗侧力钢结构体系，此种结构体系为钢框架抗侧力结构体系，由钢梁、钢柱加钢柱间的斜撑组成，楼板采用钢管桁架楼承板，内外墙采用汉德邦CAA灌浆墙，该结构主体钢框架结构可以实现工厂制作和现场装配，钢管桁架楼承板减少了现场支模板和绑扎钢管的工作。此种结构体系的缺点是：（1）内墙、外墙、楼板和屋面需现场铺设施工，现场灌浆，耗费大量人工，装配率低；（2）房屋装修和水电不能实现工厂制作和现场整体装配，需要在现场按传统方法施工，施工工期长；（3）施工现场存在较多的混凝土等湿作业，环境污染严重。
 技术问题
本发明所要解决的技术问题在于提供一种集成装配式钢结构建筑，旨在其不仅具有整体性强、施工方便、重复利用率高、降低生产成本、使用范围广泛的性能，而且能将预制构件及连接件在工厂实现整体安装及拆卸的同时，易于实现施工现场大规模生产，并大幅减少施工垃圾。
技术解决方案
本发明是这样实现的，一种集成装配式钢结构建筑，其包括主体框架、楼承板、内墙承板、外墙承板及屋面，所述楼承板、所述内墙承板、所述外墙承板及所述屋面与所述主体框架分别采用连接件连接，所述内墙承板及所述外墙承板相邻设置，所述屋面设置在所述主体框架的上端，所述楼承板、所述内墙承板、所述外墙承板及所述屋面的外表面分别集成有装饰装修板，且其内部分别对应集成有电缆管及水管。
进一步地，前述的主体框架采用350×350×8mm的冷成型方钢管，其大致呈长方形，所述主体框架包括多个水平钢梁及多个与所述水平钢梁垂直连接的竖直钢柱，所述楼承板连接在所述多个水平钢梁之间，所述内墙承板及所述外墙承板分别与所述竖直钢柱连接，所述屋面与所述水平钢梁及所述竖直钢柱分别连接。
进一步地，前述的连接件为多螺栓或自攻钉。
进一步地，前述的集成装配式钢结构建筑为两层结构，所述水平钢梁采用300×150×6×8mm的高频焊接工字钢。
进一步地，前述的楼承板为集成式楼承板，沿着所述楼承板从上至下的方向依次包括第一水泥纤维板、楼板框架及吊顶，所述楼板框架为角钢材质，所述第一水泥纤维板铺设在所述楼板框架的上表面形成装饰地板层，所述第一水泥纤维板的厚度为30mm，所述吊顶包括从上到下依次设置在所述楼板框架的下表面的挤塑聚苯板及亚克力增强型板。
进一步地，前述的楼板框架大致呈长方形，所述楼板框架包括多个桁架组拼模块、楼板龙骨及支撑件，所述楼板龙骨连接在所述多个桁架组拼模块之间，所述支撑件设置在局部的所述桁架组拼模块上、下弦面上以支撑所述桁架组拼模块及所述楼板龙骨。
进一步地，前述的内墙承板为集成装配式内墙承板，其大致为一长方形轻钢框架结构，所述内墙承板包括多个钢管、与所述钢管连接的内墙板龙骨、与所述钢管及所述内墙板龙骨分别连接的多个支撑条，所述支撑条为铁皮条。
进一步地，前述的多个钢管分成水平方钢管及竖直方钢管，所述水平方钢管与所述竖直方钢管分别连接并形成多个连接点，所述内墙板龙骨连接在所述水平方钢管之间并与所述竖直方钢管平行设置，所述支撑条两两交叉连接在最上端的连接点及中间位置的连接点之间。
进一步地，前述的外墙承板为集成装配式外墙承板，沿着所述外墙承板从外向内的方向依次包括外侧水泥纤维板、外侧挤塑板、外墙板框架、内侧挤塑板及内侧水泥纤维板，所述装饰装修板集成在所述外侧水泥纤维板上，所述内侧水泥纤维板上集成有内墙乳胶漆及集成窗，所述外侧水泥纤维板及所述内侧水泥纤维板分别通过燕尾钉固定在所述外墙板框架上，所述外墙板框架内浇筑有发泡混凝土以形成发泡混凝土板，所述外侧挤塑板及所述内侧挤塑板均采用聚苯板材。
进一步地，前述的屋面为集成装配式屋面，其大致呈三角形，沿着所述屋面从外向内的方向依次包括屋面彩钢板、屋面保温层、屋面框架及屋面檀条，所述屋面框架为三角形的钢结构，所述屋面彩钢板位于所述屋面的最外侧，所述屋面保温屋夹持在所述屋面彩钢板与所述屋面框架之间并承载在所述屋面檀条上以增强所述屋面的保温隔热性能，所述屋面檀条固持在所述屋面框架上。
 有益效果
本发明与现有技术相比，有益效果在于：本发明实施方式提供的集成装配式钢结构建筑，通过对整个房屋建筑采用整体安装和拆除的建造模式，将原本需要现场作业的工作转移至工厂制作，高度集成水、电及装饰工程，实现现场的搭积木式的建造方式，极大的减少了现场施工带来的噪声污染、粉尘污染、建筑垃圾等，符合绿色施工及绿色建筑的要求的同时，大大提高建筑施工工效，缩短建筑建造时间，减少施工现场垃圾，另外，由于采用螺栓将各个建造模块连接，提高建筑的循环利用率，降低制造成本，为城市土地的多样性规划提供便捷。
附图说明
图1是本发明实施例提供的集成装配式钢结构建筑的结构示意图。
图2是图1中的集成装配式钢结构建筑的集成装配式楼承板的结构示意图。
图3是图2中的集成装配式楼承板与钢梁连接的结构示意图。
图4是图1中的集成装配式钢结构建筑的集成装配式内墙承板的结构示意图。
图5是图1中的集成装配式钢结构建筑的集成装配式外墙承板的结构示意图。
图6是图5中的集成装配式外墙承板与钢梁连接的结构示意图。
图7是图1中的集成装配式钢结构建筑的集成装配式屋面的结构示意图。
图8是图7中的集成装配式屋面与主体框架连接的结构示意图。
图9是图1中的集成装配式钢结构建筑的外墙承板的剖面结构示意图。
图10是图1中的集成装配式钢结构建筑的外墙板框架的结构示意图。
 本发明的实施方式
为了使本发明的目的、技术方案及优点更加清楚明白，以下结合附图及实施例，对本发明进行进一步详细说明。应当理解，此处所描述的具体实施例仅仅用以解释本发明，并不用于限定本发明。
请参阅图1所示，本发明提供的集成装配式钢结构建筑包括主体框架1、楼承板2、内墙承板3、外墙承板4及屋面5。所述主体框架1大致呈长方形钢结构，其包括多个水平钢梁10及多个与所述水平钢梁10垂直连接的竖直钢柱11。所述楼承板2连接在所述多个水平钢梁10之间，所述内墙承板3及所述外墙承板4分别与所述竖直钢柱11连接，且所述内墙承板3及所述外墙承板4相邻设置。所述屋面5设置在所述主体框架1的上端并与所述水平钢梁10及所述竖直钢柱11分别连接。在本实施例中，所述集成装配式钢结构建筑为两层结构，所述主体框架1采用350×350×8mm的冷成型方钢管，所述水平钢梁10采用300×150×6×8mm的高频焊接工字钢。所述水平钢梁10为12根，每一层有4根水平钢梁10，每4根水平钢梁10围成一长方形以分别承载两个楼承板2，所述竖直钢柱11为6根。
请参图2及图3所示，所述楼承板2为装配式楼承板，沿着所述楼承板2从上至下的方向依次包括第一水泥纤维板20、楼板框架21及吊顶22。所述楼板框架21为角钢材质，所述第一水泥纤维板20铺设在所述楼板框架21的上表面形成装饰地板层。所述装饰地板层可以根据需求为瓷砖、木地板或复合地板，若为厨房或卫生间等有防水防渗漏的地面，可在水泥纤维板和装饰地板间加铺聚合物防水水泥及防水涂料。在本实施例中，所述第一水泥纤维板20的厚度为30mm，所述吊顶22包括从上到下依次设置在所述楼板框架21的下表面的挤塑聚苯板及亚克力增强型板。
所述楼板框架21大致呈长方形，其包括多个桁架组拼模块213、楼板龙骨214、支撑件215、电缆管210、水管211及连接件212。所述楼板龙骨连接在所述多个桁架组拼模块之间，所述支撑件设置在局部的所述桁架组拼模块上、下弦面上以支撑所述桁架组拼模块及所述楼板龙骨。所述电缆管210及所述水管211分别集成在所述桁架组拼模块内，所述楼承板2通过所述连接件212连接至所述水平钢梁10上。
请参图4所示，所述内墙承板3为集成装配式内墙承板，其大致为一长方形轻钢框架结构。所述内墙承板包括多个钢管30、与所述钢管30连接的内墙板龙骨31、与所述钢管30及所述内墙板龙骨31分别连接的多个支撑条32及集成在所述钢管30内的水电管33。所述多个钢管30分成水平方钢管301及竖直方钢管302，所述水平方钢管与所述竖直方钢管分别连接并形成多个焊接连接点303。所述内墙板龙骨31连接在所述水平方钢管之间并与所述竖直方钢管平行设置，所述支撑条32两两交叉连接在最上端的连接点及中间位置的连接点之间。所述水电管33集成在所述钢管30内并与所述水平方钢管连接。所述内墙承板3的左下端设置有一门形开口300（请参图4所示）。在本实施例中，所述支撑条32为铁皮条。
请参图5-6及图9-10所示，所述外墙承板4为集成装配式外墙承板，沿着所述外墙承板4从外向内的方向依次包括外侧水泥纤维板40、外侧挤塑板41、外墙板框架42、内侧挤塑板43及内侧水泥纤维板44。所述装饰装修板47集成在所述外侧水泥纤维板40上，所述内侧水泥纤维板44上集成有内墙乳胶漆48及集成窗45，且所述外侧水泥纤维板40及所述内侧水泥纤维板44分别通过燕尾钉请参图9所示固定在所述外墙板框架42上。所述外墙板框架42内浇筑有发泡混凝土以形成发泡混凝土板（请参图9所示），所述外墙板框架42通过钢梁连接件46及钢柱连接件47分别固定在所述水平钢梁10及所述竖直钢柱11上，所述外墙板框架42内部还集成有水管及电线管（请参图10所示）。在本实施例中，所述外侧挤塑板41及所述内侧挤塑板43均采用聚苯板材。
所述外侧挤塑板41夹持在浇筑有发泡混凝土的所述外墙板框架42靠近室外的一侧及所述外侧水泥纤维板40之间。所述内侧挤塑板43夹持在浇筑有发泡混凝土的所述外墙板框架42靠近室内的一侧及所述内侧水泥纤维板44之间。在本实施例中，所述外侧水泥纤维板40及所述内侧水泥纤维板43均采用聚苯板材，以增强所述外墙板的保温隔热性能。在工厂里，当所述墙体制作完成后，在所述外侧水泥纤维板40的外表面上进行外墙涂料等装饰装修施工，在所述内侧水泥纤维板43的内表面上进行内墙涂料等装饰装修层施工。所述外墙板框架42的结构与所述内墙承板3的结构类似，在此不再赘述。
请参图7及图8所示，所述屋面5为集成装配式屋面，其大致呈三角形的钢结构。沿着所述屋面5从外向内的方向依次包括屋面彩钢板50、屋面保温层51、屋面框架52、屋面檀条53及将所述屋面框架52固定在所述主体框架1的上屋面连接件54。所述屋面彩钢板50位于所述屋面5的最外侧，所述屋面保温屋51夹持在所述屋面彩钢板50与所述屋面框架52之间并承载在所述屋面檀条52上以增强所述屋面5的保温隔热性能，所述屋面檀条53固持在所述屋面框架52上。。
所述建筑主体框架1和维护结构（楼承板2、内墙承板3、外墙承板4及屋面5）均采用全螺栓或自攻钉连接，且所述楼承板2、所述内墙承板3及所述外墙承板4的水电及装修工程在工厂进行集成制作，现场安装时，所述楼承板2、所述内墙承板3、所述外墙承板4及所述屋面均为模块单元，实现一体化安装。
本发明实施方式提供的集成装配式钢结构建筑，通过对整个房屋建筑采用整体安装和拆除的建造模式，将原本需要现场作业的工作转移至工厂制作，高度集成水、电及装饰工程，实现现场的搭积木式的建造方式，极大的减少了现场施工带来的噪声污染、粉尘污染、建筑垃圾等，符合绿色施工及绿色建筑的要求的同时，大大提高建筑施工工效，缩短建筑建造时间，减少施工现场垃圾，另外，由于采用螺栓将各个建造模块连接，提高建筑的循环利用率，降低制造成本，为城市土地的多样性规划提供便捷。
以上所述仅为本发明的较佳实施例而已，并不用以限制本发明，凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等，均应包含在本发明的保护范围之内。

Claims (10)

  1. 一种集成装配式钢结构建筑，其包括主体框架、楼承板、内墙承板、外墙承板及屋面，所述楼承板、所述内墙承板、所述外墙承板及所述屋面与所述主体框架分别采用连接件连接，所述内墙承板及所述外墙承板相邻设置，所述屋面设置在所述主体框架的上端，所述楼承板、所述内墙承板、所述外墙承板及所述屋面的外表面分别集成有装饰装修板，且其内部分别对应集成有电缆管及水管。
  2. 如权利要求1所述的集成装配式钢结构建筑，其特征在于，所述主体框架采用350×350×8mm的冷成型方钢管，其大致呈长方形，所述主体框架包括多个水平钢梁及多个与所述水平钢梁垂直连接的竖直钢柱，所述楼承板连接在所述多个水平钢梁之间，所述内墙承板及所述外墙承板分别与所述竖直钢柱连接，所述屋面与所述水平钢梁及所述竖直钢柱分别连接。
  3. 如权利要求2所述的集成装配式钢结构建筑，其特征在于，所述连接件为多螺栓或自攻钉。
  4. 如权利要求3所述的集成装配式钢结构建筑，其特征在于，所述集成装配式钢结构建筑为两层结构，所述水平钢梁采用300×150×6×8mm的高频焊接工字钢。
  5. 如权利要求4所述的集成装配式钢结构建筑，其特征在于，所述楼承板为集成式楼承板，沿着所述楼承板从上至下的方向依次包括第一水泥纤维板、楼板框架及吊顶，所述楼板框架为角钢材质，所述第一水泥纤维板铺设在所述楼板框架的上表面形成装饰地板层，所述第一水泥纤维板的厚度为30mm，所述吊顶包括从上到下依次设置在所述楼板框架的下表面的挤塑聚苯板及亚克力增强型板。
  6. 如权利要求5所述的集成装配式钢结构建筑，其特征在于，所述楼板框架大致呈长方形，所述楼板框架包括多个桁架组拼模块、楼板龙骨及支撑件，所述楼板龙骨连接在所述多个桁架组拼模块之间，所述支撑件设置在局部的所述桁架组拼模块上、下弦面上以支撑所述桁架组拼模块及所述楼板龙骨。
  7. 如权利要求6所述的集成装配式钢结构建筑，其特征在于，所述内墙承板为集成装配式内墙承板，其大致为一长方形轻钢框架结构，所述内墙承板包括多个钢管管、与所述钢管管连接的内墙板龙骨、与所述钢管管及所述内墙板龙骨分别连接的多个支撑条，所述支撑条为铁皮条。
  8. 如权利要求7所述的集成装配式钢结构建筑，其特征在于，所述多个钢管管分成水平方钢管及竖直方钢管，所述水平方钢管与所述竖直方钢管分别连接并形成多个连接点，所述内墙板龙骨连接在所述水平方钢管之间并与所述竖直方钢管平行设置，所述支撑条两两交叉连接在最上端的连接点及中间位置的连接点之间。
  9. 如权利要求8所述的集成装配式钢结构建筑，其特征在于，所述外墙承板为集成装配式外墙承板，沿着所述外墙承板从外向内的方向依次包括外侧水泥纤维板、外侧挤塑板、外墙板框架、内侧挤塑板及内侧水泥纤维板，所述装饰装修板集成在所述外侧水泥纤维板上，所述内侧水泥纤维板上集成有内墙乳胶漆及集成窗，所述外侧水泥纤维板及所述内侧水泥纤维板分别通过燕尾钉固定在所述外墙板框架上，所述外墙板框架内浇筑有发泡混凝土以形成发泡混凝土板，所述外侧挤塑板及所述内侧挤塑板均采用聚苯板材。
  10. 如权利要求9所述的集成装配式钢结构建筑，其特征在于，所述屋面为集成装配式屋面，其大致呈三角形，沿着所述屋面从外向内的方向依次包括屋面彩钢板、屋面保温层、屋面框架及屋面檀条，所述屋面框架为三角形的钢结构，所述屋面彩钢板位于所述屋面的最外侧，所述屋面保温屋夹持在所述屋面彩钢板与所述屋面框架之间并承载在所述屋面檀条上以增强所述屋面的保温隔热性能，所述屋面檀条固持在所述屋面框架上。
PCT/CN2016/090888 2015-11-06 2016-07-21 一种集成装配式钢结构建筑 WO2017076070A1 (zh)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP2018600056U JP3218530U (ja) 2015-11-06 2016-07-21 集約型組立式鉄骨建築
DE212016000202.3U DE212016000202U1 (de) 2015-11-06 2016-07-21 Integriert zusammengesetztes Gebäude mit Stahlstruktur

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201510753428.8 2015-11-06
CN201510753428.8A CN105317110A (zh) 2015-11-06 2015-11-06 一种集成装配式钢结构建筑

Publications (1)

Publication Number Publication Date
WO2017076070A1 true WO2017076070A1 (zh) 2017-05-11

Family

ID=55245346

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2016/090888 WO2017076070A1 (zh) 2015-11-06 2016-07-21 一种集成装配式钢结构建筑

Country Status (4)

Country Link
JP (1) JP3218530U (zh)
CN (1) CN105317110A (zh)
DE (1) DE212016000202U1 (zh)
WO (1) WO2017076070A1 (zh)

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165332A (zh) * 2017-06-05 2017-09-15 华东建筑设计研究院有限公司 一种高集成度装配式围护墙板
CN108049628A (zh) * 2017-12-15 2018-05-18 上海建工五建集团有限公司 装配式建筑外墙无外架快速安拆模板系统及施工方法
CN108625482A (zh) * 2018-06-29 2018-10-09 扬州市康宇实业有限公司 一种可拆卸装配节能模块化钢结构与装饰一体化房屋体系
CN108756036A (zh) * 2018-08-14 2018-11-06 浙江中益建材科技有限公司 一种装配式轻型钢筋桁架楼承板
CN109235703A (zh) * 2018-11-06 2019-01-18 辽宁福瑞达建筑科技有限公司 轻钢结构装配建筑的墙面结构
CN109723149A (zh) * 2019-02-11 2019-05-07 武汉迈特绿色建筑科技股份有限公司 滑动式连接装置
CN109837992A (zh) * 2018-03-15 2019-06-04 余文德 一种拼装轻钢框架结构建筑体系
CN110439145A (zh) * 2019-07-03 2019-11-12 广州鸿力复合材料有限公司 一种装配式隔音分户隔墙
CN110453873A (zh) * 2019-08-28 2019-11-15 金螳螂精装科技（苏州）有限公司 一种装配式框架调平结构
CN110453826A (zh) * 2019-08-28 2019-11-15 金螳螂精装科技（苏州）有限公司 一种装配式可移动框架式隔墙的安装结构
CN110453825A (zh) * 2019-08-28 2019-11-15 金螳螂精装科技（苏州）有限公司 一种装配式框架隔墙的安装结构
CN111364602A (zh) * 2019-12-27 2020-07-03 几何智慧城市科技(广州)有限公司 一种生态城市的建筑组成
CN112096074A (zh) * 2020-09-19 2020-12-18 江苏兴业环境集团有限公司 一种新型装配式房屋建筑的施工方法
CN112878496A (zh) * 2021-01-08 2021-06-01 福州外语外贸学院 一种可拆卸装配式建筑结构
CN113356361A (zh) * 2021-05-27 2021-09-07 卫振海 基于钢-混凝土复合型材装配式建筑构件生产及装配工艺
CN114809284A (zh) * 2021-06-18 2022-07-29 上海盛铁钢结构有限公司 一种楼承板钢结构架
CN114922470A (zh) * 2022-06-30 2022-08-19 河南省第二建设集团有限公司 预制装配式结构自保温住宅
CN115262764A (zh) * 2022-07-11 2022-11-01 中国建筑土木建设有限公司 大空间异型幕墙钢结构及其吊装施工方法
CN115288292A (zh) * 2022-08-26 2022-11-04 安徽省高迪循环经济产业园股份有限公司 装配式钢结构框架及集成房屋

Families Citing this family (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105317110A (zh) * 2015-11-06 2016-02-10 中建钢构有限公司 一种集成装配式钢结构建筑
CN105780927B (zh) * 2016-03-14 2019-03-19 耿家伟 产业化装配式可循环使用移动钢结构房屋
CN105926951A (zh) * 2016-05-06 2016-09-07 重庆标王机械设备有限公司 一种全装配式钢结构房屋的结构建造方法
CN105926982B (zh) * 2016-06-29 2018-06-29 四川是钢实业有限公司 装配式轻钢吊脚楼
CN106013846A (zh) * 2016-07-14 2016-10-12 陈俊虎 一种组合式多变别墅
CN106917520A (zh) * 2017-04-25 2017-07-04 覃毅 一种装配式别墅
CN107299710A (zh) * 2017-06-21 2017-10-27 中天建设集团浙江钢构有限公司 集成装配式轻质楼板及其施工方法
CN107620406A (zh) * 2017-08-29 2018-01-23 北京禾木之家科技发展有限公司 一种轻质墙体的制备方法
CN107574955A (zh) * 2017-08-29 2018-01-12 北京禾木之家科技发展有限公司 一种轻质墙体的制备方法
CN107476469A (zh) * 2017-08-31 2017-12-15 抚州市恒强达绿色建筑科技有限公司 一种新型建筑外墙板及其安装方法
CN107419847A (zh) * 2017-09-11 2017-12-01 蒋玲玲 工厂化多层集成的装配墙板及其安装工法
CN108193774A (zh) * 2017-09-12 2018-06-22 江西峰辉钢结构有限公司 一种集成装配式钢结构建筑
CN107642169B (zh) * 2017-09-23 2023-05-09 辽宁福瑞达建筑科技有限公司 一种轻钢结构装配装饰一体化建筑
CN107762161B (zh) * 2017-10-17 2019-09-10 新疆农业大学 一种节能装配式钢结构住宅体系及安装方法
CN107806176A (zh) * 2017-12-01 2018-03-16 贵州精正检测有限公司 钢结构装配式建筑及其基于bim的施工方法
CN108118788B (zh) * 2018-01-03 2023-10-03 黄浩哲 模块化可移动房车或小型临时建筑
CN108222270B (zh) * 2018-01-11 2019-12-10 张家口绿汇建筑科技有限公司 装配式房屋的装配施工建造方法
CN108824651B (zh) * 2018-07-13 2021-02-26 四川省建筑科学研究院有限公司 一种装配式钢结构建筑主体连接结构及其安装方法
CN108968495A (zh) * 2018-09-17 2018-12-11 中建集成房屋有限公司 一种带照明功能的层板结构及其安装方法
CN109235940A (zh) * 2018-11-05 2019-01-18 中建钢构有限公司 装配式房屋及装配式教室
CN110106981A (zh) * 2019-05-20 2019-08-09 中建钢构有限公司 装配式钢结构建筑及其施工工艺
CN110067308A (zh) * 2019-05-28 2019-07-30 汉尔姆建筑科技有限公司 一种可快速拆装的钢结构房
CN110565956A (zh) * 2019-09-11 2019-12-13 浙江大东吴杭萧绿建科技有限公司 一种装配式钢结构体系及其施工方法
CN111079213B (zh) * 2019-11-22 2023-06-16 久瓴(江苏)数字智能科技有限公司 建筑物的屋面结构生成方法、装置、计算机设备和存储介质
CN110984640B (zh) * 2019-12-24 2021-12-03 国网福建省电力有限公司宁德供电公司 一种管道站用装配式变电所结构体系
CN111502096B (zh) * 2020-04-26 2020-12-11 智诚建科设计有限公司 一种装配式钢结构集成绿色建筑及其安装方法
CN111411690B (zh) * 2020-04-29 2023-06-02 昌大建筑科技有限公司 一种可快速装配的结构体系及其施工方法
CN111962660B (zh) * 2020-08-18 2022-04-26 德安控股有限公司 使用预制钢构件和水泥纤维板的建筑系统
CN112211284B (zh) * 2020-10-28 2021-09-21 舜元建设(集团)有限公司 一种装配式钢结构建筑施工建造方法
CN113833112B (zh) * 2021-09-23 2023-06-23 浙江普天集成房屋有限公司 一种钢框架-剪力墙板组合结构体系
CN114232782B (zh) * 2021-12-16 2023-11-21 中建五局第三建设有限公司 一种全装配式建筑的非剪力墙体系及其墙板模块预制方法
CN114941464B (zh) * 2022-06-15 2023-06-13 中建一局华江建设有限公司 一种植有现代化多功能盒子的木构工坊结构及其施工方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798846A (zh) * 2010-02-05 2010-08-11 杜海平 模块化组装房屋
CN203613645U (zh) * 2013-11-07 2014-05-28 常州乐活智慧移动房屋科技有限公司 模块化预制的活动房屋
WO2014144244A1 (en) * 2013-03-15 2014-09-18 David Sklar Rapid-assembly building construction system
CN203977573U (zh) * 2014-06-25 2014-12-03 邓军辉 轻型钢结构装配式住宅
CN204163191U (zh) * 2014-09-01 2015-02-18 福建郦巢建筑科技有限公司 钢质混凝土集成建筑
CN105317110A (zh) * 2015-11-06 2016-02-10 中建钢构有限公司 一种集成装配式钢结构建筑
CN205444458U (zh) * 2015-11-06 2016-08-10 中建钢构有限公司 一种集成装配式钢结构建筑

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1632252B (zh) * 2005-01-18 2010-12-01 阴继庞 轻钢密柱框架建筑体系
CN103114663B (zh) * 2013-03-07 2015-01-14 浙江省建筑科学设计研究院有限公司 一种装配式多功能外墙体的生产、安装方法
CN203361341U (zh) * 2013-07-26 2013-12-25 山东莱钢建设有限公司 一种装配式集成房屋
CN204098542U (zh) * 2014-09-26 2015-01-14 长治市潞安绿源建材有限公司 移动式集装箱活动房

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101798846A (zh) * 2010-02-05 2010-08-11 杜海平 模块化组装房屋
WO2014144244A1 (en) * 2013-03-15 2014-09-18 David Sklar Rapid-assembly building construction system
CN203613645U (zh) * 2013-11-07 2014-05-28 常州乐活智慧移动房屋科技有限公司 模块化预制的活动房屋
CN203977573U (zh) * 2014-06-25 2014-12-03 邓军辉 轻型钢结构装配式住宅
CN204163191U (zh) * 2014-09-01 2015-02-18 福建郦巢建筑科技有限公司 钢质混凝土集成建筑
CN105317110A (zh) * 2015-11-06 2016-02-10 中建钢构有限公司 一种集成装配式钢结构建筑
CN205444458U (zh) * 2015-11-06 2016-08-10 中建钢构有限公司 一种集成装配式钢结构建筑

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107165332A (zh) * 2017-06-05 2017-09-15 华东建筑设计研究院有限公司 一种高集成度装配式围护墙板
CN107165332B (zh) * 2017-06-05 2023-10-24 华东建筑设计研究院有限公司 一种高集成度装配式围护墙板
CN108049628A (zh) * 2017-12-15 2018-05-18 上海建工五建集团有限公司 装配式建筑外墙无外架快速安拆模板系统及施工方法
CN108049628B (zh) * 2017-12-15 2023-10-20 上海建工五建集团有限公司 装配式建筑外墙无外架快速安拆模板系统及施工方法
CN109837992A (zh) * 2018-03-15 2019-06-04 余文德 一种拼装轻钢框架结构建筑体系
CN109837992B (zh) * 2018-03-15 2024-03-08 余文德 一种拼装轻钢框架结构建筑体系
CN108625482A (zh) * 2018-06-29 2018-10-09 扬州市康宇实业有限公司 一种可拆卸装配节能模块化钢结构与装饰一体化房屋体系
CN108625482B (zh) * 2018-06-29 2024-03-29 扬州市康宇实业有限公司 一种可拆卸装配节能模块化钢结构与装饰一体化房屋体系
CN108756036A (zh) * 2018-08-14 2018-11-06 浙江中益建材科技有限公司 一种装配式轻型钢筋桁架楼承板
CN109235703A (zh) * 2018-11-06 2019-01-18 辽宁福瑞达建筑科技有限公司 轻钢结构装配建筑的墙面结构
CN109723149B (zh) * 2019-02-11 2024-02-20 武汉迈特绿色建筑科技股份有限公司 滑动式连接装置
CN109723149A (zh) * 2019-02-11 2019-05-07 武汉迈特绿色建筑科技股份有限公司 滑动式连接装置
CN110439145A (zh) * 2019-07-03 2019-11-12 广州鸿力复合材料有限公司 一种装配式隔音分户隔墙
CN110453825A (zh) * 2019-08-28 2019-11-15 金螳螂精装科技（苏州）有限公司 一种装配式框架隔墙的安装结构
CN110453826A (zh) * 2019-08-28 2019-11-15 金螳螂精装科技（苏州）有限公司 一种装配式可移动框架式隔墙的安装结构
CN110453873A (zh) * 2019-08-28 2019-11-15 金螳螂精装科技（苏州）有限公司 一种装配式框架调平结构
CN111364602A (zh) * 2019-12-27 2020-07-03 几何智慧城市科技(广州)有限公司 一种生态城市的建筑组成
CN112096074A (zh) * 2020-09-19 2020-12-18 江苏兴业环境集团有限公司 一种新型装配式房屋建筑的施工方法
CN112878496A (zh) * 2021-01-08 2021-06-01 福州外语外贸学院 一种可拆卸装配式建筑结构
CN113356361A (zh) * 2021-05-27 2021-09-07 卫振海 基于钢-混凝土复合型材装配式建筑构件生产及装配工艺
CN114809284A (zh) * 2021-06-18 2022-07-29 上海盛铁钢结构有限公司 一种楼承板钢结构架
CN114922470A (zh) * 2022-06-30 2022-08-19 河南省第二建设集团有限公司 预制装配式结构自保温住宅
CN115262764A (zh) * 2022-07-11 2022-11-01 中国建筑土木建设有限公司 大空间异型幕墙钢结构及其吊装施工方法
CN115262764B (zh) * 2022-07-11 2023-11-10 中国建筑土木建设有限公司 大空间异型幕墙钢结构及其吊装施工方法
CN115288292A (zh) * 2022-08-26 2022-11-04 安徽省高迪循环经济产业园股份有限公司 装配式钢结构框架及集成房屋

Also Published As

Publication number Publication date
CN105317110A (zh) 2016-02-10
JP3218530U (ja) 2018-10-25
DE212016000202U1 (de) 2018-05-16

Similar Documents

Publication Publication Date Title
WO2017076070A1 (zh) 一种集成装配式钢结构建筑
CN205444458U (zh) 一种集成装配式钢结构建筑
CN103821276B (zh) 一种装配式、模块化建筑系统
CN205153114U (zh) 轻钢结构模块化住宅
CN102561513A (zh) 一种单元舱式建筑体系
CN103266662B (zh) 轻钢复合板拼装房屋
CN105421818A (zh) 嵌入式钢结构装配住宅
CN104060853A (zh) 轻钢结构模块化住宅
CN2931627Y (zh) 框架、墙板组合楼房
CN205296893U (zh) 嵌入式钢结构装配住宅
CN207934332U (zh) 具有钢异形柱的装配式建筑
CN214531068U (zh) 一种装配式钢结构房屋
CN1888344B (zh) 一种复合保温隔热混凝土承重墙
CN204139316U (zh) 一种钢构剪力墙结构体系
CN110397158A (zh) 一种箱板钢结构装配式建筑系统
CN213143584U (zh) 一种钢边框钢丝平网片墙板
CN115198878A (zh) 一种环保墙体装配式建筑物及其施工方法
CN210482370U (zh) 轨道交通装配式内墙
CN111254937A (zh) 一种装配式建筑的安装方法
CN203626133U (zh) 钢框绝热外墙板
CN203270775U (zh) 一种用轻钢复合建筑模块组装的房屋
CN111851791A (zh) 一种装配式钢框架-钢板剪力墙结构
CN212358583U (zh) 一体化装配式框架结构建筑体系
CN115387479B (zh) 一种多层mic模块化建筑的安装方法
TWI823712B (zh) 鋼結構建築外殼之構造

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 16861340

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 212016000202

Country of ref document: DE

Ref document number: 2018600056

Country of ref document: JP

122 Ep: pct application non-entry in european phase

Ref document number: 16861340

Country of ref document: EP

Kind code of ref document: A1