CN107503469A - A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 - Google Patents
A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 Download PDFInfo
- Publication number
- CN107503469A CN107503469A CN201710753281.1A CN201710753281A CN107503469A CN 107503469 A CN107503469 A CN 107503469A CN 201710753281 A CN201710753281 A CN 201710753281A CN 107503469 A CN107503469 A CN 107503469A
- Authority
- CN
- China
- Prior art keywords
- steel
- shaped
- concrete
- special
- shaped steel
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
一种L‑2型低配筋外包混凝土型钢异形柱,属于结构工程技术领域。构件采用型钢外包混凝土形式,其中外包混凝土配置纵向架立钢筋和箍筋不参与纵向受力,能够限制异形柱板件的局部稳定,减小型钢尺寸,可有效解决钢结构建筑的防火性能差、易锈蚀等问题,外包混凝土尺寸较小,因此构件的截面不会大幅度增加,并能根据需要进行模块间的装配和修复。钢筋笼与型钢的焊接能有效保证外包混凝土与型钢有效的粘结。上述外包混凝土型钢异形柱于工厂加工完成。上下柱的连接仅由型钢焊接连接或螺栓连接,连接完成后连接部位添加外包混凝土。本发明工业化程度高,并实现设计、生产、施工一体化,提高住宅产业的水平。构件采用吊装进行现场装配,施工周期短。
The invention discloses an L-2 type low-reinforcement outsourcing concrete shaped steel special-shaped column, which belongs to the technical field of structural engineering. The components are in the form of steel-wrapped concrete, in which the vertical erection steel bars and stirrups are not involved in the longitudinal force, which can limit the local stability of the special-shaped column and slab and reduce the size of the steel structure, which can effectively solve the problem of poor fire performance of steel structure buildings. Easy to rust and other problems, the size of the outsourcing concrete is small, so the cross-section of the component will not be greatly increased, and the assembly and repair between modules can be carried out as needed. The welding of the reinforcement cage and the section steel can effectively ensure the effective bonding of the outsourcing concrete and the section steel. The above-mentioned outsourcing concrete shaped steel special-shaped columns are processed in the factory. The connection of the upper and lower columns is only connected by steel welding or bolts, and the outsourcing concrete is added to the connection after the connection is completed. The invention has a high degree of industrialization, realizes the integration of design, production and construction, and improves the level of the housing industry. The components are assembled on site by hoisting, and the construction period is short.
Description
技术领域technical field
本发明涉及一种L-2型低配筋外包混凝土型钢异形柱,属于结构工程技术领域。The invention relates to an L-2 type low-reinforcement outsourcing concrete shaped steel special-shaped column, which belongs to the technical field of structural engineering.
背景技术Background technique
随着国家政策的不断推进,党的十六大提出新型工业化理念,党的十八大提出了走中国式新型工业化道路,我国房屋钢结构相应体系创新及产业化迎来了前所未有的重大机遇。With the continuous advancement of national policies, the 16th National Congress of the Communist Party of China put forward the concept of new industrialization, and the 18th National Congress of the Communist Party of China proposed to take the road of new industrialization in Chinese style. The innovation and industrialization of the corresponding system of housing steel structure in my country ushered in unprecedented opportunities.
中国式新型工业化道路的基本要求是提高科技创新能力、减少环境污染、降低能源消耗和提高经济效益。而建筑工业化的特征又主要分为五个方面:设计标准化、生产工厂化、施工装配化、装修一体化和管理信息化。总的特征是大工业生产方式。因此,建筑工业化发展的理念应按照科学发展观,针对建筑工业化的特征有规划地发展;我国建筑工业化的现状与建筑工业化的要求有相当的距离,必须走跨越式发展的道路,不能按部就班;应充分利用信息技术的相关成果,尽快使信息化技术与建筑工业化深度融合,提早尽快地进入新型建筑工业化的道路。The basic requirements of the Chinese-style new road to industrialization are to improve scientific and technological innovation capabilities, reduce environmental pollution, reduce energy consumption and improve economic efficiency. The characteristics of construction industrialization are mainly divided into five aspects: standardization of design, factory production, assembly of construction, integration of decoration and management informationization. The general feature is the large-scale industrial production mode. Therefore, the concept of building industrialization development should follow the scientific development concept and develop according to the characteristics of building industrialization in a planned way; the current situation of my country's building industrialization is far from the requirements of building industrialization, and it is necessary to take the road of leapfrog development instead of step by step; Make full use of the relevant achievements of information technology, deeply integrate information technology and construction industrialization as soon as possible, and enter the road of new construction industrialization as early as possible.
异形柱结构是指截面形状为T形、L型、十形或Z形的结构柱。异形柱结构是以异形柱代替传统的矩形柱作为竖向支承构件而形成的结构体系。The special-shaped column structure refers to the structural column whose cross-sectional shape is T-shaped, L-shaped, ten-shaped or Z-shaped. The special-shaped column structure is a structural system formed by replacing the traditional rectangular column with a special-shaped column as a vertical support member.
异形柱结构中柱肢与填充墙等厚,可避免柱棱在室内凸出,建筑观瞻好,房间“得房率”高,便于家具布置和室内装修,为建筑设计及使用功能带来灵活性和方便性。同时,异形柱结构采用轻质、保温、隔热、高效的墙体材料作为填充墙及内隔墙,构成异形柱框轻节能结构体系,符合墙体改革,节约能源,可充分利用工业废料,减少环境污染。In the special-shaped column structure, the column limbs are as thick as the infill wall, which can prevent the column edges from protruding indoors. The building has a good view, and the room has a high "room rate", which is convenient for furniture arrangement and interior decoration, and brings flexibility to architectural design and use functions. and convenience. At the same time, the special-shaped column structure adopts light-weight, heat-preserving, heat-insulating, and high-efficiency wall materials as filling walls and internal partition walls, forming a light-weight and energy-saving structural system of special-shaped column frames, which conforms to the wall reform, saves energy, and can make full use of industrial waste. reduce environmental pollution.
钢筋混凝土异形柱结构,采用异形柱代替传统的矩形柱,构成“隐式框架”。随着工程应用和研究的深入,钢筋混凝土(RC)异形柱的一些局限性很明显的体现出来,如承载力不足、轴压比限值过低、框架节点较为薄弱以及延性和耗能性能不理想。因此,我国规程规定的RC异形柱结构的最大适用高度较低,轴压比限值控制严格,仅适用于设防烈度为8度及其以下的地区。The reinforced concrete special-shaped column structure uses special-shaped columns instead of traditional rectangular columns to form an "implicit frame". With the deepening of engineering application and research, some limitations of reinforced concrete (RC) special-shaped columns are clearly reflected, such as insufficient bearing capacity, low limit value of axial compression ratio, weak frame joints, and poor ductility and energy dissipation performance. ideal. Therefore, the maximum applicable height of the RC special-shaped column structure stipulated in my country's regulations is low, and the limit value of the axial compression ratio is strictly controlled, which is only applicable to areas with a fortification intensity of 8 degrees and below.
型钢混凝土柱结构是在钢筋混凝土中增加了型钢骨架,使得这种结构具有钢结构和混凝土结构的双重优点,充分发挥了钢与混凝土两种材料的优良特性,其在地震作用下具有较高的承载力、刚度以及良好的延性和耗能能力,目前已成为高层及超高层建筑优先选用的结构形式。然而,型钢混凝土柱不仅有配筋率要求且上下柱之间钢筋需要有较好的连接。传统型钢混凝土柱中的型钢用钢量较大,钢筋的配筋率高导致混凝土浇筑难度加大,施工工艺需满足较高的要求。The steel reinforced concrete column structure is a steel skeleton added to the reinforced concrete, so that this structure has the dual advantages of the steel structure and the concrete structure, and fully exerts the excellent characteristics of the two materials of steel and concrete. Bearing capacity, stiffness, good ductility and energy dissipation capacity have become the preferred structural form for high-rise and super high-rise buildings. However, the steel reinforced concrete column not only has the requirement of reinforcement ratio but also requires a good connection between the upper and lower columns. The amount of steel used in traditional steel concrete columns is relatively large, and the high reinforcement ratio of steel bars makes concrete pouring more difficult, and the construction technology needs to meet higher requirements.
本发明所提出的低配筋外包混凝土型钢异形柱结构是指型钢外包混凝土,并配有一定的纵向钢筋和箍筋。它是异形柱结构和型钢混凝土结构相结合产生的一种新型结构,不仅具有异形柱结构在室内不凸出、少占建筑空间、美观适用等优点,还通过外包混凝土解决了钢结构的防火、防腐及隔声等问题。The special-shaped column structure with low-reinforcement outsourcing concrete section steel proposed by the present invention refers to section steel outsourcing concrete, and is equipped with certain longitudinal steel bars and stirrups. It is a new type of structure produced by the combination of special-shaped column structure and steel concrete structure. It not only has the advantages of non-protruding indoors, less building space, beautiful and practical, but also solves the fire prevention and protection of steel structure by outsourcing concrete. Corrosion and sound insulation and other issues.
本发明采用的L-2型低配筋外包混凝土型钢异形柱,是在新型工业化理念的引导下的开拓创新,该体系可以有效的实现关键零部件的产业化,克服现有体系的不足,并且能够实现部品商品化生产,满足社会化生产体制的需要。本发明以新型建筑工业化为目标,以建筑工业化的要求为底线,研发出了与以往建筑类别不同的多样化的结构构件,并尽可能满足建筑设计个性化的要求。The L-2 low-reinforcement outsourcing concrete-shaped steel special-shaped column adopted in the present invention is a pioneering innovation under the guidance of the new industrialization concept. This system can effectively realize the industrialization of key parts and overcome the shortcomings of the existing system, and It can realize the commercial production of parts and meet the needs of the socialized production system. The present invention aims at the industrialization of new buildings, takes the requirements of industrialization of buildings as the bottom line, develops a variety of structural components different from the previous building types, and satisfies the individual requirements of architectural design as much as possible.
发明内容Contents of the invention
本发明提出了一种L-2型低配筋外包混凝土型钢异形柱,其目的在于克服现有技术的缺陷并满足节点的各项力学性能,并实现结构的模块间装配,提高构件的拼装速度,充分适应装配式钢结构体系的要求与特点。The present invention proposes an L-2 low-reinforcement outsourcing concrete-shaped steel special-shaped column, which aims at overcoming the defects of the prior art and satisfying various mechanical properties of the joints, realizing assembly between structural modules, and increasing the assembly speed of components , fully adapt to the requirements and characteristics of the fabricated steel structure system.
本发明的技术方案如下:Technical scheme of the present invention is as follows:
一种L-2型低配筋外包混凝土型钢异形柱,其特征在于:An L-2 type low-reinforcement outsourcing concrete steel special-shaped column, characterized in that:
包括型钢(1)、外包混凝土(2)、纵向架立钢筋(3)和箍筋(4);所述型钢(1)为四翼缘两腹板的L型异形柱;It includes profiled steel (1), outsourcing concrete (2), longitudinal erecting steel bars (3) and stirrups (4); the profiled steel (1) is an L-shaped special-shaped column with four flanges and two webs;
所述外包混凝土(2)与型钢(1)通过纵向架立钢筋(3)及箍筋(4)连接,所述纵向架立钢筋(3)和箍筋(4)构成的钢筋笼与型钢(1)相接触的位置焊接连接,焊接部位为箍筋与型钢接触的部位,焊接连接在工厂预制完成,上述连接在工厂预制完成;The outsourcing concrete (2) is connected with the profiled steel (1) through the longitudinal erection reinforcement (3) and the stirrup (4), and the reinforcement cage formed by the longitudinal erection reinforcement (3) and the stirrup (4) is connected with the profiled steel ( 1) The contact position is welded and connected. The welded part is the part where the stirrup and the section steel are in contact. The welded connection is prefabricated in the factory, and the above connection is prefabricated in the factory;
所述L-2型低配筋外包混凝土型钢异形柱的上下柱连接部位在工厂预制时不添加外包混凝土(2),上下柱通过型钢焊接连接或螺栓连接,于施工现场吊装完成后上下柱连接部位由外包混凝土(2)填充,不配置箍筋,填充部位上下柱间的纵向架立钢筋(3)不连接。The connection of the upper and lower columns of the L-2 low-reinforcement outsourcing concrete shaped steel special-shaped column does not add outsourcing concrete (2) during factory prefabrication, the upper and lower columns are connected by steel welding or bolts, and the upper and lower columns are connected after hoisting at the construction site The part is filled with outsourcing concrete (2), no stirrups are arranged, and the longitudinal erection reinforcement bars (3) between the upper and lower columns of the filled part are not connected.
有益效果Beneficial effect
本发明的L-2型低配筋外包混凝土型钢异形柱是一种新型结构形式,用于钢结构体系中的角柱连接。构件采用型钢外包混凝土,其中外包混凝土配置纵向架立钢筋和箍筋不参与纵向受力,能够限制异形柱板件的局部稳定,减小型钢尺寸,可有效解决钢结构建筑的防火性能差、易锈蚀等问题,外包混凝土尺寸较小,因此构件的截面不会大幅度增加,并能根据需要进行模块间的装配和修复。型钢充分发挥了钢结构截面尺寸小、承载能力高的特点,能更好的满足建筑上大开间灵活分隔的要求,提高面积使用率。钢筋笼与型钢的焊接起到了类似于栓钉的作用,能有效保证外包混凝土与型钢的粘结。上下柱连接部位钢筋断开,仅由型钢焊接连接或螺栓连接,减少了构件的装配。本发明满足住宅产业化和可持续发展的要求,适宜工厂大批量生产,工业化程度高,并实现设计、生产、施工一体化,提高住宅产业的水平。构件采用吊装进行现场装配,施工安装周期短,充分适应装配式钢结构建筑的要求与特点。The L-2 type low-reinforcement outsourcing concrete shaped steel special-shaped column of the present invention is a new structural form, which is used for the connection of corner columns in the steel structure system. The components are made of steel-wrapped concrete, in which the vertical erection steel bars and stirrups are not involved in the longitudinal force, which can limit the local stability of special-shaped column slabs and reduce the size of the steel structure, which can effectively solve the problem of poor fire performance and easy fire resistance of steel structure buildings. Corrosion and other problems, the size of the outsourcing concrete is small, so the cross-section of the component will not be greatly increased, and the assembly and repair between modules can be carried out as needed. Sectional steel gives full play to the characteristics of small section size and high bearing capacity of steel structure, which can better meet the requirements of flexible separation of large bays in buildings and improve the area utilization rate. The welding of the reinforcement cage and the section steel plays a role similar to that of a stud, which can effectively ensure the bonding of the outsourcing concrete and the section steel. The steel bars at the joints of the upper and lower columns are disconnected, and are only welded or bolted by section steel, which reduces the assembly of components. The invention meets the requirements of housing industrialization and sustainable development, is suitable for mass production in factories, has a high degree of industrialization, realizes the integration of design, production and construction, and improves the level of housing industry. The components are assembled on site by hoisting, and the construction and installation period is short, fully adapting to the requirements and characteristics of prefabricated steel structure buildings.
附图说明Description of drawings
图1本发明的型钢构造示意图;Fig. 1 profiled steel structure schematic diagram of the present invention;
图2本发明的钢筋笼构造示意图;Fig. 2 steel cage structure schematic diagram of the present invention;
图3本发明的型钢及钢筋笼焊接位置示意图;Fig. 3 section steel of the present invention and reinforcement cage welding position schematic diagram;
图4本发明的异形柱构造示意图;Fig. 4 is a schematic diagram of the special-shaped column structure of the present invention;
图5本发明的上下异形柱焊接连接示意图;Fig. 5 is a schematic diagram of the welding connection of the upper and lower special-shaped columns of the present invention;
图6本发明的上下异形柱螺栓连接示意图;Figure 6 is a schematic diagram of the connection of the upper and lower special-shaped column bolts of the present invention;
图中,1-L-2型低配筋钢;2-外包混凝土;3-纵向架立钢筋;4-箍筋。In the figure, 1-L-2 low-reinforcement steel; 2-outsourcing concrete; 3-longitudinal erection reinforcement; 4-stirrup.
具体实施方式detailed description
下面将结合附图具体说明本发明L-2型低配筋外包混凝土型钢异形柱的具体连接方式。The specific connection mode of the L-2 type low-reinforcement outsourcing concrete shaped steel special-shaped column of the present invention will be described in detail below in conjunction with the accompanying drawings.
如附图1~6所示,本发明的一种L-2型低配筋外包混凝土型钢异形柱,包括型钢(1)、外包混凝土(2)、纵向架立钢筋(3)和箍筋(4)。As shown in accompanying drawing 1~6, a kind of L-2 type low-reinforcement outsourcing concrete profiled steel special-shaped column of the present invention comprises section steel (1), outsourcing concrete (2), longitudinal erection reinforcing bar (3) and stirrup ( 4).
此L-2型低配筋外包混凝土型钢异形柱的外包混凝土(2)与型钢(1)通过纵向架立钢筋(3)及箍筋(4)连接,纵向架立钢筋(3)和箍筋(4)构成的钢筋笼与型钢(1)焊接连接,焊接部位为箍筋与型钢柱接触的部位,焊接连接在工厂预制完成,上述结构均在工厂预制完成。上下柱连接部位在工厂预制时不添加外包混凝土(2),上下柱通过型钢焊接连接或螺栓连接,于施工现场吊装完成后连接部位由外包混凝土(2)填充,不配置箍筋(4),填充部位上下柱间的纵向架立钢筋(3)不连接。The outsourcing concrete (2) of the L-2 type low-reinforcement outsourcing concrete section steel special-shaped column is connected with the section steel (1) through vertical erection reinforcement (3) and stirrup (4), and longitudinal erection reinforcement (3) and stirrup (4) The reinforced cage and the section steel (1) are welded and connected. The welded part is the part where the stirrup and the section steel column are in contact. The welded connection is prefabricated in the factory, and the above structures are all prefabricated in the factory. No outsourcing concrete (2) is added to the connection part of the upper and lower columns in the factory prefabrication, and the upper and lower columns are connected by steel welding or bolts. After the hoisting is completed on the construction site, the connection part is filled with outsourcing concrete (2), and no stirrups (4) are arranged. The vertical erection reinforcement bars (3) between the upper and lower columns of the filled part are not connected.
以上是本发明的一个典型实施例,本发明的实施不限于此。The above is a typical embodiment of the present invention, and the practice of the present invention is not limited thereto.
Claims (1)
- A kind of 1. L-2 types lowly reinforced external wrapping concrete shaped steel Special-Shaped Column, it is characterised in that:Including shaped steel (1), external wrapping concrete (2), longitudinal cableway (3) and stirrup (4);The shaped steel (1) is four edges of a wing two The L-type Special-Shaped Column of web;The external wrapping concrete (2) is connected with shaped steel (1) by longitudinal cableway (3) and stirrup (4), and the longitudinal direction erects steel The steel reinforcement cage that muscle (3) and stirrup (4) are formed is welded to connect with the position that shaped steel (1) is in contact, and welding position is stirrup and shaped steel The position of contact, is welded to connect the completion that is prefabricated in the factory, and above-mentioned connection is prefabricated in the factory completion;The upper lower prop connecting portion of the L-2 types lowly reinforced external wrapping concrete shaped steel Special-Shaped Column does not add outsourcing when being prefabricated in the factory Concrete (2), upper lower prop is welded to connect by shaped steel or bolt connection, the upper lower prop connecting portion after the completion of job site lifts Filled by external wrapping concrete (2), do not configure stirrup, the longitudinal cableway (3) for filling intercolumniation above and below position is not connected to.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710753281.1A CN107503469A (en) | 2017-08-29 | 2017-08-29 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710753281.1A CN107503469A (en) | 2017-08-29 | 2017-08-29 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107503469A true CN107503469A (en) | 2017-12-22 |
Family
ID=60694157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710753281.1A Pending CN107503469A (en) | 2017-08-29 | 2017-08-29 | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107503469A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235964A (en) * | 2021-05-11 | 2021-08-10 | 太原理工大学 | Concrete fastening structure for improving local stability of H-shaped steel column and mounting method thereof |
| CN113931377A (en) * | 2021-10-25 | 2022-01-14 | 上海泰大建筑科技有限公司 | Prefabricated steel and thin cladding concrete combined upright post |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1963104A (en) * | 2006-12-08 | 2007-05-16 | 北京工业大学 | Profiled steel concrete profiled pile and method for making same |
| CN101302776A (en) * | 2008-06-24 | 2008-11-12 | 沈阳建筑大学 | Honeycomb steel-reinforced concrete column and reinforced concrete beam frame joints |
| CN102051918A (en) * | 2011-01-17 | 2011-05-11 | 甘秀明 | Construction steel vertical post node structure |
| CN102733545A (en) * | 2012-06-28 | 2012-10-17 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN205804591U (en) * | 2016-07-05 | 2016-12-14 | 重庆大学 | A kind of node connected for precast concrete frame column assembled |
| CN206408836U (en) * | 2016-12-09 | 2017-08-15 | 山东大学 | Weld stirrup steel rib beam column |
-
2017
- 2017-08-29 CN CN201710753281.1A patent/CN107503469A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1963104A (en) * | 2006-12-08 | 2007-05-16 | 北京工业大学 | Profiled steel concrete profiled pile and method for making same |
| CN101302776A (en) * | 2008-06-24 | 2008-11-12 | 沈阳建筑大学 | Honeycomb steel-reinforced concrete column and reinforced concrete beam frame joints |
| CN102051918A (en) * | 2011-01-17 | 2011-05-11 | 甘秀明 | Construction steel vertical post node structure |
| CN102733545A (en) * | 2012-06-28 | 2012-10-17 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN205804591U (en) * | 2016-07-05 | 2016-12-14 | 重庆大学 | A kind of node connected for precast concrete frame column assembled |
| CN206408836U (en) * | 2016-12-09 | 2017-08-15 | 山东大学 | Weld stirrup steel rib beam column |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235964A (en) * | 2021-05-11 | 2021-08-10 | 太原理工大学 | Concrete fastening structure for improving local stability of H-shaped steel column and mounting method thereof |
| CN113931377A (en) * | 2021-10-25 | 2022-01-14 | 上海泰大建筑科技有限公司 | Prefabricated steel and thin cladding concrete combined upright post |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103821276B (en) | A kind of assembled, modular architectural system | |
| CN108894362B (en) | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method | |
| CN103924710B (en) | Low layer assembled combined wall house Plate Welding node structure | |
| CN107338907A (en) | A kind of cross lowly reinforced external wrapping concrete shaped steel Special-Shaped Column | |
| CN105133731B (en) | A kind of assembled steel performance | |
| CN109083308B (en) | Anti-seismic prefabricated assembly type wall and construction method thereof | |
| CN103993679A (en) | Bolt connecting joint structure of low-rise fabricated composite wall house | |
| CN111851791A (en) | Assembled steel frame-steel sheet shear force wall structure | |
| CN204983269U (en) | Assembled double -layer steel plate intussuseption concrete compound shear wall structure system | |
| CN214531068U (en) | Assembled steel structure house | |
| CN110306655A (en) | A kind of assembled-type house system | |
| CN107503469A (en) | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 2 | |
| CN208899692U (en) | Rigid connection node between fabricated concrete shear wall and out-of-plane beam | |
| CN2370077Y (en) | Pouring connection assembled house prefabricated plate | |
| CN208088572U (en) | A kind of double a few type rectangle steel tubular type compound shear walls | |
| CN107542223A (en) | A kind of T-shaped lowly reinforced external wrapping concrete shaped steel Special-Shaped Column | |
| CN109296074A (en) | A prefabricated concrete column-beam connection node | |
| CN106760059B (en) | Assembled building structure system | |
| CN110005123B (en) | A stable thermal insulation prefabricated wall panel structure | |
| CN108277905A (en) | A kind of box compound shear wall of rectangle steel | |
| CN209468856U (en) | A kind of assembly concrete column beam connecting node | |
| CN107476496A (en) | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of Z 1 | |
| CN107338908A (en) | A kind of type lowly reinforced external wrapping concrete shaped steel Special-Shaped Columns of L 1 | |
| CN1632252B (en) | Light steel sealed column framework construction system | |
| CN208088575U (en) | A kind of box compound shear wall of rectangle steel |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171222 |