[go: up one dir, main page]

CN207959498U - Assembled light steel structure residential system - Google Patents

Assembled light steel structure residential system Download PDF

Info

Publication number
CN207959498U
CN207959498U CN201721889362.6U CN201721889362U CN207959498U CN 207959498 U CN207959498 U CN 207959498U CN 201721889362 U CN201721889362 U CN 201721889362U CN 207959498 U CN207959498 U CN 207959498U
Authority
CN
China
Prior art keywords
steel pipe
type
square steel
keel
pipe column
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.)
Expired - Fee Related
Application number
CN201721889362.6U
Other languages
Chinese (zh)
Inventor
杨晓明
杨建飞
刘凯
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qingdao University of Technology
Original Assignee
Qingdao University of Technology
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 Qingdao University of Technology filed Critical Qingdao University of Technology
Priority to CN201721889362.6U priority Critical patent/CN207959498U/en
Application granted granted Critical
Publication of CN207959498U publication Critical patent/CN207959498U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

本实用新型涉及装配式建筑领域,公开了一种装配式轻型钢结构住宅体系,其包括主体框架、组合墙体和楼板,主体框架包括方钢管柱和方钢管梁,方钢管柱和方钢管梁采用半刚性连接方式;组合墙体包括由若干相互平行的C型竖向龙骨、上下两根U型水平龙骨和支撑钢带组成的框架结构,框架结构的内外表面安装有罩面板材;两侧的C型竖向龙骨与方钢管柱固定连接,上方的U型水平龙骨与方钢管梁固定连接,下方的U型水平龙骨与楼板固定连接。本实用新型采用“框架+组合墙体”的结构形式,结构的抗侧力体系由支撑钢带完成,基于轻钢龙骨结构自身的特点,加上罩面板材对墙体产生的蒙皮效应,使得整个结构有两道抗侧力体系,能够有效抵抗风及地震作用。

The utility model relates to the field of prefabricated buildings, and discloses a prefabricated light steel structure residential system, which includes a main frame, a composite wall and a floor slab, the main frame includes a square steel pipe column and a square steel pipe beam, a square steel pipe column and a square steel pipe beam The semi-rigid connection method is adopted; the composite wall includes a frame structure composed of several parallel C-shaped vertical keels, two U-shaped horizontal keels and supporting steel belts, and the inner and outer surfaces of the frame structure are installed with cover panels; both sides The C-shaped vertical keel is fixedly connected to the square steel pipe column, the upper U-shaped horizontal keel is fixedly connected to the square steel pipe beam, and the lower U-shaped horizontal keel is fixedly connected to the floor. The utility model adopts the structural form of "frame + combined wall". The lateral force resistance system of the structure is completed by the supporting steel belt. The whole structure has two anti-lateral force systems, which can effectively resist wind and earthquake.

Description

装配式轻型钢结构住宅体系Prefabricated light steel structure residential system

技术领域technical field

本实用新型涉及装配式建筑领域,具体而言,涉及一种装配式轻型钢结构住宅体系。The utility model relates to the field of assembled buildings, in particular to an assembled light steel structure residential system.

背景技术Background technique

目前应用于高层钢结构住宅的结构体系主要有框架支撑体系以及框架剪力墙体系。用于多层钢结构住宅的结构体系主要为框架结构,传统的框架结构柱子作为承担竖向荷载的构件,通常柱子截面较大,从而导致“肥梁胖柱”,室内有凸角。同时目前常用的上述结构体系,需要大型工厂加工,焊接量大,安装及运输费用高。The structural systems currently used in high-rise steel structure residences mainly include frame support systems and frame shear wall systems. The structural system used for multi-storey steel structure residences is mainly frame structure. Traditional frame structure columns are used as components to bear vertical loads. Usually, the cross-section of the columns is relatively large, resulting in "fat beams and fat columns" and convex corners in the interior. At the same time, the above-mentioned structural systems commonly used at present require large-scale factory processing, a large amount of welding, and high installation and transportation costs.

我国常用的轻型钢结构建筑主要采用冷弯薄壁型钢组合而成的密肋式承重结构,但由于其存在自重较轻、抗侧刚度弱等问题,目前主要用在低层住宅当中;同时原有的做法为冷弯薄壁型钢在工厂加工然后运到现场安装,由于尺寸规格繁多,导致安装效率低,安装质量及精度不易保证。The light-weight steel structure buildings commonly used in my country mainly adopt dense-ribbed load-bearing structures composed of cold-formed thin-walled steel. However, due to its light weight and weak lateral stiffness, it is currently mainly used in low-rise residential buildings; at the same time, the original The current practice is to process cold-formed thin-walled steel in the factory and then transport it to the site for installation. Due to the variety of sizes and specifications, the installation efficiency is low, and the installation quality and accuracy are not easy to guarantee.

实用新型内容Utility model content

本实用新型的主要目的在于针对上述问题,提供一种既能满足多层住宅结构抗震要求,且装配化程度高的轻型钢结构住宅体系。The main purpose of the utility model is to solve the above problems and provide a light-weight steel structure residential system that can meet the seismic requirements of multi-storey residential structures and has a high degree of assembly.

为了实现上述目的,本实用新型的装配式轻型钢结构住宅体系,包括主体框架、组合墙体和楼板,In order to achieve the above purpose, the prefabricated light steel structure residential system of the present invention includes a main frame, a combined wall and a floor,

主体框架包括方钢管柱和方钢管梁,方钢管柱和方钢管梁采用半刚性连接方式;The main frame includes square steel pipe columns and square steel pipe beams, and the square steel pipe columns and square steel pipe beams adopt semi-rigid connection;

组合墙体包括由若干相互平行的C型竖向龙骨、上下两根U型水平龙骨和支撑钢带组成的框架结构,框架结构的内外表面安装有罩面板材;The composite wall includes a frame structure composed of several parallel C-shaped vertical keels, two U-shaped horizontal keels and supporting steel belts, and the inner and outer surfaces of the frame structure are installed with cover panels;

两侧边的C型竖向龙骨开口方向相对,中间的C型竖向龙骨与一侧边的C型竖向龙骨开口方向相同,上下两根U型水平龙骨的开口方向相对,C型竖向龙骨与U型水平龙骨固定连接;框架结构的四角上分别固定有连接垫板,支撑钢带沿框架结构对角线方向依次与两个连接垫板和中间的C型竖向龙骨连接,C型竖向龙骨之间填充有保温材料;两侧的C型竖向龙骨与方钢管柱固定连接,上方的U型水平龙骨与方钢管梁固定连接,下方的U型水平龙骨与楼板固定连接。The opening direction of the C-shaped vertical keel on both sides is opposite, the opening direction of the C-shaped vertical keel in the middle is the same as that of the C-shaped vertical keel on one side, the opening directions of the upper and lower U-shaped horizontal keels are opposite, and the C-shaped vertical keel The keel is fixedly connected with the U-shaped horizontal keel; the four corners of the frame structure are respectively fixed with connecting backing plates, and the supporting steel belt is connected with the two connecting backing plates and the C-shaped vertical keel in the middle along the diagonal direction of the frame structure. The vertical keels are filled with insulation materials; the C-shaped vertical keels on both sides are fixedly connected to the square steel pipe columns, the upper U-shaped horizontal keel is fixedly connected to the square steel pipe beams, and the lower U-shaped horizontal keel is fixedly connected to the floor.

进一步的,方钢管柱和方钢管梁通过角钢连接件和槽型连接件连接,槽型连接件包括腹板和与腹板垂直的两块翼缘板,腹板与方钢管柱通过自攻螺钉连接,两侧的翼缘板与方钢管梁的左右侧壁通过自攻螺钉连接,方钢管梁的上侧壁和下侧壁分别通过角钢连接件与方钢管柱采用自攻螺钉连接。Further, the square steel pipe column and the square steel pipe beam are connected by angle steel connectors and groove connectors. The groove connector includes a web and two flange plates perpendicular to the web. The web and the square steel pipe column are connected by self-tapping screws. Connection, the flange plates on both sides are connected with the left and right side walls of the square steel pipe beam by self-tapping screws, and the upper and lower side walls of the square steel pipe beam are respectively connected with the square steel pipe column by self-tapping screws through angle steel connectors.

进一步的,上方的U型水平龙骨通过H型连接件与方钢管梁连接,H型连接件包括两块平行的侧板和垂直连接两块侧板的横板,U型水平龙骨和方钢管梁分别插入H型连接件的两个开口中,与H型连接件的两块侧板通过自攻螺钉连接。Further, the upper U-shaped horizontal keel is connected to the square steel pipe beam through an H-shaped connector. The H-shaped connector includes two parallel side plates and a horizontal plate vertically connecting the two side plates. The U-shaped horizontal keel and the square steel pipe beam They are respectively inserted into the two openings of the H-shaped connector, and connected with the two side plates of the H-shaped connector by self-tapping screws.

进一步的,楼板内预埋连接件,下方的U型水平龙骨通过预埋的连接件与楼板固定连接。Further, the connectors are pre-embedded in the floor, and the U-shaped horizontal keel below is fixedly connected to the floor through the pre-embedded connectors.

进一步的,侧边的C型竖向龙骨与方钢管柱通过槽型连接件连接,槽型连接件包括腹板和与腹板垂直的两块翼缘板,槽型连接件位于C型竖向龙骨和方钢管柱之间,C型竖向龙骨、槽型连接件的腹板和方钢管柱通过自攻螺钉连接。Further, the C-shaped vertical keel on the side is connected to the square steel pipe column through a groove-type connector. The groove-type connector includes a web and two flange plates perpendicular to the web. Between the keel and the square steel pipe column, the C-shaped vertical keel, the web of the groove connector and the square steel pipe column are connected by self-tapping screws.

本实用新型具有以下有益效果:The utility model has the following beneficial effects:

(1)本实用新型采用“框架+组合墙体”的结构形式,框架柱、框架梁均采用方钢管,框架柱、框架梁之间形成一个统一的整体,避免了传统意义上的低层冷弯薄壁型钢结构住宅中“柱断梁通”以及钢柱柱脚铰接,提高了结构的整个稳定性。(1) The utility model adopts the structural form of "frame + combined wall". The frame columns and frame beams are all made of square steel pipes, and a unified whole is formed between the frame columns and frame beams, which avoids the low-rise cold bending in the traditional sense In the thin-walled steel structure residence, the "column breaks through the beam" and the steel column foot is hinged, which improves the overall stability of the structure.

(2)由框架结构、罩面板材以及自攻螺钉形成的组合墙体,充分考虑了罩面板材对墙体产生的蒙皮效应,极大提高了结构自身的强度和刚度,使支撑钢带承受的拉力有所减少。同时组合墙体与楼面一起构成具有足够整体性的结构体系,大大增加了结构的抗侧刚度,能有效抵抗风及地震作用。(2) The composite wall formed by the frame structure, cover panels and self-tapping screws fully considers the skin effect produced by the cover panels on the wall, greatly improving the strength and rigidity of the structure itself, so that the supporting steel belt Withstands less pulling force. At the same time, the combined wall and floor form a structural system with sufficient integrity, which greatly increases the lateral stiffness of the structure and can effectively resist wind and earthquake effects.

(3)本实用新型梁柱及墙体均为薄壁型钢,构件自重较轻,安装运输方便,同时钢管柱、钢管梁以及组合墙体均在车间加工完成,运到现场安装,现场无焊接作业,装配化程度高。(3) The beams, columns and walls of the utility model are all thin-walled steel, the weight of the components is light, and the installation and transportation are convenient. At the same time, the steel pipe columns, steel pipe beams and composite walls are all processed in the workshop and transported to the site for installation without welding. Operation, high degree of assembly.

附图说明Description of drawings

图1是方钢管柱和方钢管梁结构示意图;Fig. 1 is a structural schematic diagram of a square steel pipe column and a square steel pipe beam;

图2是图1的分解图;Figure 2 is an exploded view of Figure 1;

图3是组合墙体结构示意图;Fig. 3 is a schematic diagram of the composite wall structure;

图4是C型竖向龙骨与方钢管柱连接结构俯视图;Fig. 4 is a top view of the connection structure between the C-shaped vertical keel and the square steel pipe column;

图5是U型水平龙骨与方钢管梁连接结构左视图;Fig. 5 is a left view of the U-shaped horizontal keel and square steel pipe beam connection structure;

图6是U型水平龙骨与楼板连接结构示意图;Fig. 6 is a schematic diagram of a connection structure between a U-shaped horizontal keel and a floor;

其中,上述附图包括以下附图标记:1、方钢管柱;2、方钢管梁;3、角钢连接件;4、槽型连接件;5、腹板;6、翼缘板;7、C型竖向龙骨;8、U型水平龙骨;9、支撑钢带;10、连接垫板;11、H型连接件;12、连接件;13、楼板。Wherein, the above drawings include the following reference signs: 1, square steel pipe column; 2, square steel pipe beam; 3, angle steel connector; 4, groove connector; 5, web; 6, flange plate; 7, C 8. U-shaped horizontal keel; 9. Supporting steel belt; 10. Connection plate; 11. H-shaped connector; 12. Connector; 13. Floor slab.

具体实施方式Detailed ways

下面结合附图对本实用新型作进一步说明。Below in conjunction with accompanying drawing, the utility model is further described.

本实用新型的装配式轻型钢结构住宅体系,包括主体框架、组合墙体和楼板,The prefabricated light steel structure residential system of the utility model includes a main body frame, a composite wall and a floor slab,

如图1、图2所示,主体框架包括方钢管柱1和方钢管梁2,方钢管柱和方钢管梁采用半刚性连接方式;半刚性连接方式指的是方钢管柱和方钢管梁通过角钢连接件3和槽型连接件4连接,槽型连接件包括腹板5和与腹板垂直的两块翼缘板6,腹板与方钢管柱通过自攻螺钉连接,两侧的翼缘板与方钢管梁的左右侧壁通过自攻螺钉连接,方钢管梁的上侧壁和下侧壁分别通过角钢连接件与方钢管柱采用自攻螺钉连接。As shown in Figure 1 and Figure 2, the main frame includes square steel pipe columns 1 and square steel pipe beams 2, and the square steel pipe columns and square steel pipe beams adopt a semi-rigid connection method; The angle steel connector 3 is connected with the groove connector 4. The groove connector includes a web 5 and two flange plates 6 perpendicular to the web. The web and the square steel pipe column are connected by self-tapping screws. The flanges on both sides The left and right side walls of the plate and the square steel pipe beam are connected by self-tapping screws, and the upper side wall and the lower side wall of the square steel pipe beam are respectively connected with the square steel pipe column by self-tapping screws through angle steel connectors.

钢管柱及钢管梁的壁厚在1.5mm-3mm之间,钢管梁与钢管柱等宽;角钢连接件及槽型连接件的厚度为3-5mm,角钢连接件的肢长及槽型连接件的翼缘宽度为80mm-150mm。The wall thickness of steel pipe columns and steel pipe beams is between 1.5mm-3mm, and the steel pipe beams and steel pipe columns are equal in width; the thickness of angle steel connectors and groove connectors is 3-5mm, and the leg length of angle steel connectors and groove connectors The flange width is 80mm-150mm.

如图3所示,组合墙体包括由若干相互平行的C型竖向龙骨7、上下两根U型水平龙骨8和支撑钢带9组成的框架结构,框架结构的内外表面安装有罩面板材。As shown in Figure 3, the combined wall includes a frame structure composed of several C-shaped vertical keels 7 parallel to each other, two U-shaped horizontal keels 8 and supporting steel belts 9. Cover panels are installed on the inner and outer surfaces of the frame structure. .

两侧边的C型竖向龙骨开口方向相对,中间的C型竖向龙骨与一侧边的C型竖向龙骨开口方向相同,上下两根U型水平龙骨的开口方向相对,C型竖向龙骨与U型水平龙骨固定连接,C型竖向龙骨之间的间距为400mm-600mm;框架结构的四角上分别固定有连接垫板10,支撑钢带沿框架结构对角线方向依次与两个连接垫板和中间的C型竖向龙骨连接,支撑钢带的厚度为2mm-3mm,宽度为150mm-200mm;C型竖向龙骨之间填充有保温材料。The opening direction of the C-shaped vertical keel on both sides is opposite, the opening direction of the C-shaped vertical keel in the middle is the same as that of the C-shaped vertical keel on one side, the opening directions of the upper and lower U-shaped horizontal keels are opposite, and the C-shaped vertical keel The keel is fixedly connected to the U-shaped horizontal keel, and the distance between the C-shaped vertical keels is 400mm-600mm; the four corners of the frame structure are respectively fixed with connection pads 10, and the supporting steel belts are sequentially connected with the two along the diagonal direction of the frame structure. The connecting backing plate is connected with the C-shaped vertical keel in the middle, the thickness of the supporting steel belt is 2mm-3mm, and the width is 150mm-200mm; the space between the C-shaped vertical keels is filled with insulation materials.

如图4所示,两侧的C型竖向龙骨与方钢管柱通过槽型连接件连接,槽型连接件包括腹板和与腹板垂直的两块翼缘板,槽型连接件位于C型竖向龙骨和方钢管柱之间,C型竖向龙骨、槽型连接件的腹板和方钢管柱通过自攻螺钉连接。As shown in Figure 4, the C-shaped vertical keel on both sides is connected to the square steel pipe column through a grooved connector. The grooved connector includes a web and two flange plates perpendicular to the web. The grooved connector is located at C Between the C-type vertical keel and the square steel pipe column, the C-shaped vertical keel, the web of the groove connector and the square steel pipe column are connected by self-tapping screws.

如图5所示,上方的U型水平龙骨通过H型连接件11与方钢管梁连接,H型连接件包括两块平行的侧板和垂直连接两块侧板的横板,U型水平龙骨和方钢管梁分别插入H型连接件的两个开口中,分别与H型连接件的两块侧板通过自攻螺钉连接。H型连接件的长度为100mm-200mm,H型连接件侧板的宽度为上方的U型水平龙骨翼缘宽度的二倍。As shown in Figure 5, the upper U-shaped horizontal keel is connected to the square steel pipe beam through the H-shaped connector 11. The H-shaped connector includes two parallel side plates and a horizontal plate vertically connecting the two side plates. The U-shaped horizontal keel The square and square steel pipe beams are respectively inserted into the two openings of the H-shaped connector, and are respectively connected with the two side plates of the H-shaped connector by self-tapping screws. The length of the H-shaped connector is 100mm-200mm, and the width of the side plate of the H-shaped connector is twice the width of the upper U-shaped horizontal keel flange.

如图6所示,楼板13内预埋连接件12,下方的U型水平龙骨通过预埋的连接件与楼板固定连接。As shown in FIG. 6 , the connector 12 is pre-embedded in the floor 13 , and the U-shaped horizontal keel below is fixedly connected to the floor through the pre-embedded connector.

以上所述仅为本实用新型的优选实施例而已,并不用于限制本实用新型,对于本领域的技术人员来说,本实用新型可以有各种更改和变化。凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above descriptions are only preferred embodiments of the utility model, and are not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present utility model shall be included in the protection scope of the present utility model.

Claims (5)

1. a kind of assembled light system of steel residential structure, which is characterized in that including main body frame, assembled wall and floor (13),
Main body frame includes quadrate steel pipe column (1) and square steel tube beam (2), and quadrate steel pipe column (1) and square steel tube beam (2) use semi-rigid company Connect mode;
Assembled wall includes by several c-type vertical keels (7) being mutually parallel, upper and lower two single u-shaped horizontal keel (8) and supporting steel The frame structure of band (9) composition, the surfaces externally and internally of frame structure are equipped with cover plank;
C-type vertical keel (7) opening direction of two sides is opposite, and intermediate c-type vertical keel (7) and the c-type of a side are vertical Keel (7) opening direction is identical, and the opening direction of upper and lower two single u-shaped horizontal keel (8) is opposite, c-type vertical keel (7) with it is U-shaped Horizontal keel (8) is fixedly connected;Connection backing plate (10) is respectively fixed on the quadrangle of frame structure, supporting steel band (9) is along frame Structure diagonal is connect with the c-type vertical keel (7) of two connection backing plates (10) and centre successively, c-type vertical keel (7) Between be filled with thermal insulation material;The c-type vertical keel (7) of both sides is fixedly connected with quadrate steel pipe column (1), the U-shaped horizontal dragon of top Bone (8) is fixedly connected with square steel tube beam (2), and the U-shaped horizontal keel (8) of lower section is fixedly connected with floor (13).
2. assembled light system of steel residential structure according to claim 1, which is characterized in that quadrate steel pipe column (1) and side Steel tubular beam (2) is connected by angle iron connecting piece (3) and tank-type connecting component (4), and tank-type connecting component (4) includes web (5) and and abdomen Two pieces of vertical flange plates (6) of plate (5), web (5) pass through self-drilling connection, the flange plate (6) of both sides with quadrate steel pipe column (1) For left and right sidewall with square steel tube beam (2) by self-drilling connection, the upper side wall and lower wall of square steel tube beam (2) pass through angle respectively Steel fastener (3) uses self-drilling connection with quadrate steel pipe column (1).
3. assembled light system of steel residential structure according to claim 1, which is characterized in that the U-shaped horizontal dragon of top Bone (8) is connect by H-type connector (11) with square steel tube beam (2), and H-type connector (11) includes two blocks of parallel side plates and vertical The transverse slat of two blocks of side plates is connected, U-shaped horizontal keel (8) and square steel tube beam (2) are inserted into two openings of H-type connector (11) respectively In, pass through self-drilling connection with two blocks of side plates of H-type connector (11).
4. assembled light system of steel residential structure according to claim 1, which is characterized in that pre-buried company in floor (13) The U-shaped horizontal keel (8) of fitting (12), lower section is fixedly connected by pre-buried connector (12) with floor (13).
5. assembled light system of steel residential structure according to claim 1, which is characterized in that the c-type of side is vertically imperial Bone (7) is connect with quadrate steel pipe column (1) by tank-type connecting component (4), and tank-type connecting component (4) includes web (5) and hangs down with web (5) Two pieces of straight flange plates (6), tank-type connecting component (4) are located between c-type vertical keel (7) and quadrate steel pipe column (1), and c-type is vertically imperial Bone (7), the web (5) of tank-type connecting component (4) and quadrate steel pipe column (1) pass through self-drilling connection.
CN201721889362.6U 2017-12-29 2017-12-29 Assembled light steel structure residential system Expired - Fee Related CN207959498U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721889362.6U CN207959498U (en) 2017-12-29 2017-12-29 Assembled light steel structure residential system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721889362.6U CN207959498U (en) 2017-12-29 2017-12-29 Assembled light steel structure residential system

Publications (1)

Publication Number Publication Date
CN207959498U true CN207959498U (en) 2018-10-12

Family

ID=63730569

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721889362.6U Expired - Fee Related CN207959498U (en) 2017-12-29 2017-12-29 Assembled light steel structure residential system

Country Status (1)

Country Link
CN (1) CN207959498U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853732A (en) * 2018-12-24 2019-06-07 江苏联峰工业装备科技有限公司 A kind of Steel Structure Installation bindiny mechanism
CN110439152A (en) * 2019-07-31 2019-11-12 上海市建筑装饰工程集团有限公司 A kind of Modularized partition plate
CN111945889A (en) * 2020-08-11 2020-11-17 中冶建筑研究总院有限公司 Steel frame-light steel keel wall modular structure anti-seismic system
CN112431330A (en) * 2020-12-21 2021-03-02 中建一局集团建设发展有限公司 Ultrahigh light steel keel partition wall supporting structure, partition wall and mounting method of partition wall
CN117108013A (en) * 2023-04-21 2023-11-24 中艾捷建(天津)装配式建筑科技研发有限公司 Steel structure connecting system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853732A (en) * 2018-12-24 2019-06-07 江苏联峰工业装备科技有限公司 A kind of Steel Structure Installation bindiny mechanism
CN109853732B (en) * 2018-12-24 2024-05-10 江苏联峰工业装备科技有限公司 Steel construction installation coupling mechanism
CN110439152A (en) * 2019-07-31 2019-11-12 上海市建筑装饰工程集团有限公司 A kind of Modularized partition plate
CN111945889A (en) * 2020-08-11 2020-11-17 中冶建筑研究总院有限公司 Steel frame-light steel keel wall modular structure anti-seismic system
CN112431330A (en) * 2020-12-21 2021-03-02 中建一局集团建设发展有限公司 Ultrahigh light steel keel partition wall supporting structure, partition wall and mounting method of partition wall
CN112431330B (en) * 2020-12-21 2022-04-12 中建一局集团建设发展有限公司 Ultrahigh light steel keel partition wall supporting structure, partition wall and mounting method of partition wall
CN117108013A (en) * 2023-04-21 2023-11-24 中艾捷建(天津)装配式建筑科技研发有限公司 Steel structure connecting system

Similar Documents

Publication Publication Date Title
CN207959498U (en) Assembled light steel structure residential system
CN102979178B (en) Industrialized multi-story high-rise assembled steel structure frame - eccentrically-braced system
CN103276804B (en) A kind of industrialization assembling hetermorphiscal column steel work prestressing force center support system
CN106703184A (en) Connection node construction of concrete-filled square steel tube column and rectangular section steel beam
CN103206015B (en) A kind of assembling type steel structure accentric support frame system
CN103276806B (en) A kind of industrialization assembling hetermorphiscal column steel work prestressing force eccentrical braces
CN204715576U (en) A kind of antidetonation can repair Self-resetting framework-Mi rib metal wall structure
WO2016004887A1 (en) Lightweight steel structure residential framework system
CN207553289U (en) A kind of assembled steel and concrete frame space modular structure and system
CN106836492A (en) A kind of group frame-embedded faced wall Lateral Resistant System
CN102140850B (en) Frame with floors of composite grid structure and construction method thereof
CN112942571A (en) Frame column, frame node and all-bolt assembly type frame structure system
CN207063140U (en) A kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate
CN207919737U (en) A kind of assembled steel-Combined concrete frame structure
CN207794408U (en) A kind of gypsum based self-leveling mortar composite floor system system based on steel-frame beam
CN203856069U (en) High-rise building steel structure
CN202023257U (en) Joint between frame column and composite grid frame floor slab
CN205577102U (en) Odd -shaped cross section beam column, regular cross -section post and support steel integrated configuration system
CN107916732A (en) A kind of grid type steel plate shear force wall and its shear wall system of application
CN106759885A (en) Cold formed steel structure house inner wall structural system
CN209457146U (en) A steel-concrete partial composite flat column-beam structure
CN103276839A (en) Hollow irregular column multi-layer high-rise assembling steel frame-eccentric support system
CN103276796B (en) Industrialized assembly type special-shaped column steel structure frame-eccentric support system
CN207553359U (en) Assembled ribbing steel plate shear force wall
CN110042982A (en) A kind of composite structure component and preparation method thereof and application

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181012