CN102418382A - Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building - Google Patents
Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 37
- 239000010959 steel Substances 0.000 title claims abstract description 37
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000011505 plaster Substances 0.000 abstract 2
- 238000011065 in-situ storage Methods 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 11
- 238000010276 construction Methods 0.000 description 10
- 229910052602 gypsum Inorganic materials 0.000 description 10
- 239000010440 gypsum Substances 0.000 description 10
- 238000009434 installation Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
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Abstract
Description
技术领域 technical field
本发明专利涉及一种整体式盒式结构,尤其涉及一种用于小高层节能住宅建筑的现浇工业石膏外墙的型钢装配整体式空间网格盒式结构。 The patent of the present invention relates to an integral box-type structure, in particular to a steel-assembled integral space grid box-type structure for cast-in-place industrial gypsum exterior walls of small high-rise energy-saving residential buildings.
背景技术 Background technique
随着我国经济建设的发展,我国钢铁产量由几千万吨,发展到五亿吨以上,钢产量的迅速增加,促进了钢结构住宅的发展,全国各地大、中城市有的已成片开发,有的正在开发,但与钢筋混凝土结构体系的小高层住宅建筑比较,钢结构住宅开发量仅仅是凤毛麟角,制约钢结构住宅大量开发应用的根本原因是用钢量大,成本高,销售单价比钢筋混凝土框架结构住宅建筑高。降低成本的关键问题之一是用钢量,从现在已开发的小高层住宅(H≥50m)分析,其结构体系仍是传统的小柱网或大柱网钢框架结构和现浇混凝土剪力墙(楼梯及电梯间)钢框架、钢次梁、压型钢板组合楼盖的传统结构和施工方法,一栋15层钢结构住宅其用钢量在(120kg/m2~150kg/m2)之间,按一梯四户,每户建筑面积125m2计算,15层(未计地下一层),其建筑面积7500m2,总用钢量900T~1125T,按钢结构单价(制造、运输、安装等)1.2万/吨计算,需要人民币1080万元~1350万元,即钢结构建造的成本价为(1440元/m2~1800元/m2)比普通钢筋混凝土框架成本价高出(50%~80%),自然钢结构住宅销售价比常规住宅建筑销售价高出许多,与此同时常规钢框架住宅建筑作不到每户房间自由划分,必须是“有墙必有梁”的作法,且钢结构施工中必然有焊接工序发生,防火措施至关重要,钢框架柱和梁构件大而重,施工难度亦大,从而导致施工进度和施工文明程度相对滞后。 With the development of my country's economic construction, my country's steel output has grown from tens of millions of tons to more than 500 million tons. The rapid increase in steel output has promoted the development of steel structure houses. Some large and medium-sized cities across the country have been developed in large areas. , and some are being developed, but compared with small high-rise residential buildings with reinforced concrete structure system, the development of steel structure residential buildings is only rare. Reinforced concrete frame structure residential buildings are tall. One of the key issues to reduce costs is the amount of steel used. From the analysis of the small high-rise residential buildings ( H ≥ 50m) that have been developed now, the structural system is still the traditional steel frame structure of small column net or large column net and cast-in-place concrete shear force. The traditional structure and construction method of the steel frame of the wall (staircase and elevator room), steel secondary beams, and profiled steel plate composite floor. The steel consumption of a 15-story steel structure residence is (120kg/m 2 ~150kg/m 2 ) Between, assuming that there are four households in one elevator, the building area of each household is 125m 2 , 15 floors (excluding the basement floor), the building area is 7500m 2 , the total steel consumption is 900T~1125T, and the unit price of the steel structure (manufacturing, transportation, installation, etc.) at 12,000 yuan/ton, RMB 10.8 million to 13.5 million yuan is required, that is, the cost price of steel structure construction (1440 yuan/m 2 to 1800 yuan/m 2 ) is higher than the cost price of ordinary reinforced concrete frames ( 50%~80%), the sales price of natural steel structure residences is much higher than that of conventional residential buildings. At the same time, conventional steel frame residential buildings cannot freely divide the rooms of each household, and must be "where there are walls, there must be beams". In addition, there must be welding procedures in the construction of steel structures, and fire prevention measures are very important. The steel frame columns and beams are large and heavy, and the construction is difficult, which leads to relatively lagging construction progress and construction civilization.
如何克服常规小高层钢框架结构住宅建筑不足,即上述造价高,构件大而重,运输、安装难度偏大和免去施工现场电焊,确保结构体系的质量和安全,并免去对钢结构作防锈、防火处理的新体系,是建筑结构工程界关注的重点。 How to overcome the shortcomings of conventional small high-rise steel frame structure residential buildings, that is, the above-mentioned high cost, large and heavy components, difficulty in transportation and installation, and the need to avoid construction site welding, ensure the quality and safety of the structural system, and avoid the need for steel structure protection The new system of rust and fire prevention treatment is the focus of the building structure engineering field.
发明内容 Contents of the invention
本发明主要是解决现有技术中存在的不足,提供一种采用工厂车间焊接连接形成若干的单元构件,运往施工现场,采用高强螺栓等强连接后,形成双层空腹大板楼盖和单层的各边外墙及分户墙架,其竖向和横向网格形成网格式板,每户由横向和竖向网格板组成网格板式盒式空间结构,从而使结构内里分布均匀,且内力值大幅度减小,使构件截面大幅度减小,从而减少用钢量,降低工程造价的小高层节能住宅建筑的型钢空间网格装配整体式盒式结构。 The present invention mainly solves the deficiencies in the prior art, and provides a kind of unit member formed by welding and connecting in the factory workshop, which is transported to the construction site and connected by high-strength bolts to form a double-layer hollow slab floor and a single-layer Each side of the outer wall and the wall frame of each household, the vertical and horizontal grids form a grid plate, and each household is composed of a horizontal and vertical grid plate to form a grid plate box-type space structure, so that the inside of the structure is evenly distributed, and The internal force value is greatly reduced, so that the section of the component is greatly reduced, thereby reducing the amount of steel used and the cost of the project. The section steel space grid assembly integral box structure of small high-rise energy-saving residential buildings.
本发明的上述技术问题主要是通过下述技术方案得以解决的: The above-mentioned technical problems of the present invention are mainly solved by the following technical solutions:
一种小高层节能住宅建筑的型钢空间网格装配整体式盒式结构,包括墙架网格,所述的墙架网格由A构件单元、B构件单元、C构件单元和D构件单元相互拼装而成,所述的A构件单元、B构件单元、C构件单元和D构件单元分别由竖向构件和横向构件相拼装而成,所述的竖向构件和横向构件的端部连接处分别为高强螺栓接合孔,所述的墙架网格的两端分别浇注有石膏层。 A steel space grid assembled integral box-type structure for a small high-rise energy-saving residential building, including a wall frame grid, and the wall frame grid is assembled by A component unit, B component unit, C component unit and D component unit The A component unit, the B component unit, the C component unit and the D component unit are respectively assembled from vertical components and transverse components, and the end connections of the vertical components and the horizontal components are respectively High-strength bolts join the holes, and the two ends of the wall frame grid are poured with gypsum layers respectively.
墙架网格由墙架的工厂加工单元组成,墙面平直部位有A,B两个构件单元,拐直角处由C,D构件单元组成,这些单元均在工厂加工焊接,如窗洞处A构件单元其竖向立柱及横向梁均为H型钢,焊接成双十字形构架,其构件均开高强螺栓孔洞,运往工地后,这些单元从第一层逐层向上采用高强螺栓等强连接形成整体。当每一层墙架安装就绪后,在钢网格墙架内外两侧立模板,现场分层浇注工业石膏浆液,将墙架钢网格构件表层最少包裹25mm厚,起防锈和防火作用,整个小高层住宅建筑钢结构墙体与楼盖均由型钢空间网格组成盒式,再浇制工业石膏外墙及分户墙,再在每户的大开间楼板上采用预制工业石膏砌块将居室房间划分,即形成小高层大开间灵活划分居室工业石膏节能建筑。 The wall frame grid is composed of factory processing units of the wall frame. There are two component units A and B at the straight part of the wall, and C and D component units at the right corner. These units are processed and welded in the factory, such as A at the window hole The vertical columns and transverse beams of the component units are all H-shaped steel, welded into a double cross-shaped frame, and the components are all opened with high-strength bolt holes. After being transported to the construction site, these units are connected from the first floor layer by layer with high-strength bolts to form a whole. . When each layer of wall frame is ready to be installed, formwork is erected on both sides of the steel grid wall frame, and industrial gypsum grout is poured layer by layer on site, and the surface layer of the wall frame steel grid member is wrapped at least 25mm thick to prevent rust and fire. The steel structure wall and floor of the entire small high-rise residential building are made of steel space grids to form a box, and then industrial gypsum exterior walls and household walls are poured, and then prefabricated industrial gypsum blocks are used on the floor slabs of each large bay. Divide the living room, that is to form a small high-rise large bay to flexibly divide the living room industrial gypsum energy-saving building.
A构件单元、B构件单元、C构件单元和D构件单元形成网格数,所述的竖向网格数大于等于3格。 A component unit, B component unit, C component unit and D component unit form a number of grids, and the number of vertical grids is greater than or equal to 3 grids.
作为优选,所述的A构件单元呈连续分布,A构件单元的两端为与之相拼装的D构件单元,所述的A构件单元的上方为B构件单元,所述的B构件单元呈连续分布,B构件单元的两端为与之相拼装的C构件单元,所述的C构件单元位于D构件单元的上方,所述的A构件单元中设有门户。 As a preference, the A component unit is continuously distributed, and the two ends of the A component unit are D component units assembled therewith, above the A component unit is the B component unit, and the B component unit is continuous Distribution, the two ends of the B component unit are assembled with the C component unit, the C component unit is located above the D component unit, and the A component unit is provided with a portal.
作为优选,所述的A构件单元、B构件单元、C构件单元和D构件单元相互通过高强螺栓等强连接,所述的石膏层的厚度至少为25mm。 Preferably, the A component unit, the B component unit, the C component unit and the D component unit are strongly connected to each other by high-strength bolts, etc., and the thickness of the gypsum layer is at least 25mm.
本发明一种小高层节能住宅建筑的型钢空间网格装配整体式盒式结构,结构简单,造价低,安装简单安全,受力体系合理,。 The present invention is a small high-rise energy-saving residential building with a steel space grid assembly integral box structure, which has a simple structure, low cost, simple and safe installation, and a reasonable stress system.
附图说明 Description of drawings
图1是本发明的结构示意图; Fig. 1 is a structural representation of the present invention;
图2是本发明中墙架网格的结构示意图; Fig. 2 is the structural representation of wall frame grid among the present invention;
图3是图2中A构件单元的结构示意图; Fig. 3 is the structural representation of A member unit in Fig. 2;
图4是本发明中墙架网格与石膏层的90度拐角处的结构示意图。 Fig. 4 is a structural schematic diagram of the 90-degree corner between the wall frame grid and the gypsum layer in the present invention.
具体实施方式 Detailed ways
下面通过实施例,并结合附图,对本发明的技术方案作进一步具体的说明。 The technical solutions of the present invention will be further specifically described below through the embodiments and in conjunction with the accompanying drawings.
实施例1:如图1、图2、图3和图4所示,一种小高层节能住宅建筑的型钢空间网格装配整体式盒式结构,包括墙架网格1,所述的墙架网格1由A构件单元2、B构件单元3、C构件单元4和D构件单元5相互拼装而成,所述的A构件单元2、B构件单元3、C构件单元4和D构件单元5分别由竖向构件6和横向构件7相拼装而成,所述的竖向构件6和横向构件7的端部连接处分别为高强螺栓接合孔8,所述的墙架网格1的两端分别浇注有石膏层9,所述的A构件单元2呈连续分布,A构件单元2的两端为与之相拼装的D构件单元5,所述的A构件单元2的上方为B构件单元3,所述的B构件单元3呈连续分布,B构件单元3的两端为与之相拼装的C构件单元4,所述的C构件单元4位于D构件单元5的上方,所述的A构件单元2中设有门户10,所述的A构件单元2、B构件单元3、C构件单元4和D构件单元5相互通过高强螺栓11等强连接,所述的石膏层9的厚度至少为25mm。
Embodiment 1: As shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4, a kind of small high-rise energy-saving residential building is assembled with an integral box-type steel space grid structure, including a
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CN102635243A (en) * | 2012-05-11 | 2012-08-15 | 唐山建华工程质量检测有限公司 | Method for constructing high-rise residential building with assembled integrated spatial steel grid box type structure |
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CN102704569A (en) * | 2012-05-25 | 2012-10-03 | 湖南大学 | Multilayer large-span assembling integral type space steel grid building structure and manufacturing method |
CN105297897A (en) * | 2014-05-28 | 2016-02-03 | 南京中建化工设备制造有限公司 | Super high-rise large-span large-area prefabricated integrated steel grid box-type bundled tube and bundled tube-in-tube structure and manufacturing method |
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Inventor after: Ma Kejian Inventor after: Duan Yuzhong Inventor after: Peng Deng Inventor after: Zhou Jiagan Inventor after: Tan Zenghui Inventor after: Xu Xiangdong Inventor after: Qin Shijie Inventor after: Qin Liang Inventor after: Zhou Guangen Inventor after: Hu Lan Inventor after: Zhu Fangzheng Inventor after: Xiao Jianchun Inventor after: Cheng Zhimin Inventor after: Zhang Xiaonan Inventor after: Zhang Huagang Inventor after: Li Guoqiang Inventor before: Ma Kejian Inventor before: Peng Deng Inventor before: Zhou Jiagan Inventor before: Tan Zenghui Inventor before: Xu Xiangdong Inventor before: Qin Shijie Inventor before: Qin Liang Inventor before: Zhou Guangen Inventor before: Zhu Fangzheng Inventor before: Xiao Jianchun Inventor before: Cheng Zhimin Inventor before: Zhang Xiaonan Inventor before: Zhang Huagang Inventor before: Li Guoqiang Inventor before: Duan Yuzhong |
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Free format text: CORRECT: INVENTOR; FROM: MA KEJIAN ZHOU GUANGEN ZHU FANGZHENG XIAO JIANCHUN CHENG ZHIMIN ZHANG XIAONAN ZHANG HUAGANG LI GUOQIANG DUAN YUZHONG PENG DENG ZHOU JIAGAN TAN ZENGHUI XU XIANGDONG QIN SHIJIE QIN LIANG TO: MA KEJIAN ZHOU GUANGEN HU LAN ZHU FANGZHENG XIAO JIANCHUN CHENG ZHIMIN ZHANG XIAONAN ZHANG HUAGANG LI GUOQIANG DUAN YUZHONG PENG DENG ZHOU JIAGAN TAN ZENGHUI XU XIANGDONG QIN SHIJIE QIN LIANG |
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Effective date of registration: 20120725 Address after: Hangzhou City, Zhejiang province 311209 Yaqian town Xiaoshan District Applicant after: Zhejiang Southeast Space Frame Stock Limted Co-applicant after: Guizhou University Co-applicant after: Hunan Jinhai Steel Structure Co., Ltd. Co-applicant after: Guizhou Huitong Shenfa Steel Structure Co., Ltd. Co-applicant after: Guiyang Architecture Design Institute Co., Ltd. Address before: Hangzhou City, Zhejiang province 311209 Yaqian town Xiaoshan District Applicant before: Zhejiang Southeast Space Frame Stock Limted Co-applicant before: Guizhou University Co-applicant before: Guizhou Huitong Shenfa Steel Structure Co., Ltd. Co-applicant before: Guiyang Architecture Design Institute Co., Ltd. |
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Application publication date: 20120418 |