CN202730953U - Modular steel unit structure - Google Patents
Modular steel unit structure Download PDFInfo
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- CN202730953U CN202730953U CN2012203368295U CN201220336829U CN202730953U CN 202730953 U CN202730953 U CN 202730953U CN 2012203368295 U CN2012203368295 U CN 2012203368295U CN 201220336829 U CN201220336829 U CN 201220336829U CN 202730953 U CN202730953 U CN 202730953U
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- 239000010959 steel Substances 0.000 title claims abstract description 133
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- 230000015572 biosynthetic process Effects 0.000 claims 1
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- 238000009434 installation Methods 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 239000002131 composite material Substances 0.000 abstract 1
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- 238000005516 engineering process Methods 0.000 description 6
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- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
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- 238000010438 heat treatment Methods 0.000 description 1
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- 238000010248 power generation Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
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Abstract
本实用新型涉及一种模块化钢结构单元构造,其特征在于:该模块化钢结构单元构架两端为框型钢翼板结构,框型钢翼板上四个钢翼板角部具有吊装孔及安装孔并焊接具有吊装孔及安装孔L型钢角件,通过单元框型钢翼板及L型钢角件上的安装孔,结合侧墙连接槽钢,模块单元体之间不需要额外连接件,可以快速实现上下、左右、前后单元间的直接连接,使各单元堆叠、组合形成整体结构,具备较好的整体强度和形成柔性抗震体系。本实用新型实现了模块化钢结构建筑标准化、工厂化生产,实现了标准产品形式的多样变化,解决了建筑装配化和标准化的矛盾,本实用新型的复合维护结构既有钢结构的高强度优势,又具备保温及装饰性能,建筑能耗较常规建筑可降低80~90%。
The utility model relates to a modular steel structure unit structure, which is characterized in that: the two ends of the modular steel structure unit frame are frame-shaped steel wing plate structures, and the corners of the four steel wing plates on the frame-shaped steel wing plate have hoisting holes and installation Holes and welded L-shaped steel corner fittings with hoisting holes and installation holes, through the installation holes on the unit frame steel flange and L-shaped steel corner fittings, combined with side walls to connect channel steel, no additional connecting pieces are required between module units, and can be quickly Realize the direct connection between the upper and lower, left and right, and front and rear units, so that each unit can be stacked and combined to form an overall structure, which has better overall strength and forms a flexible anti-seismic system. The utility model realizes the standardization and factory production of modular steel structure buildings, realizes various changes in the form of standard products, and solves the contradiction between building assembly and standardization. The composite maintenance structure of the utility model has the advantages of high strength of the steel structure , and has thermal insulation and decorative properties, building energy consumption can be reduced by 80-90% compared with conventional buildings.
Description
技术领域 technical field
本发明涉及一种建筑产品,具体为一种模块化钢结构单元构造。The invention relates to a building product, in particular to a modular steel structure unit construction.
背景技术 Background technique
随着技术的进步和劳动力成本的大幅增加,建筑技术目前正迅速摆脱传统落后的现场湿作业和大量人力手工作业的落后局面,呈现向装配化,工厂化,模块化发展的趋势,然而由于受传统建筑理念及技术的束缚,目前的装配式建筑体系技术发展尚不够彻底,技术标准化和产业化尚存在较大的提升空间。With the advancement of technology and the sharp increase of labor costs, construction technology is currently rapidly getting rid of the backward situation of traditional and backward on-site wet work and a large number of manual work, showing a trend towards assembly, factory, and modular development. However, due to the Due to the shackles of traditional architectural concepts and technologies, the current technical development of prefabricated building systems is not thorough enough, and there is still a lot of room for improvement in technical standardization and industrialization.
从国际建筑预制装配化技术发展趋势方向来看,全装配的模块化房屋有着良好的发展前景,也是较具综合效率和节能优势的产品体系,如目前已出现以改造后废旧集装箱为结构体系的盒子房屋,并已在全球呈一定规模的发展,突出使用在住宅、公寓建筑及经济型酒店领域,然而以货运为生产标准和目标的集装箱,必然受到原有材料及结构的诸多限制,为了达到结构总体的抗震性及总体强度,单元箱体之间必须能够相互连接,形成整体结构,常规连接方式主要采用现场焊接方式,效率较低,目前也有通过连接构件进行连接的方式,如申请号为0324363.12003的英国专利中,集装箱单元之间的连接件由多构件组成,形式较繁琐,实际操作不便,安装效率受到影响。From the perspective of the development trend of international building prefabrication and assembly technology, fully assembled modular houses have good development prospects, and are also a product system with relatively comprehensive efficiency and energy-saving advantages. Box houses have developed on a certain scale around the world, and are prominently used in the fields of residences, apartment buildings and economical hotels. However, containers with freight as the production standard and goal are bound to be subject to many restrictions from the original materials and structures. In order to achieve For the overall seismic resistance and overall strength of the structure, the unit boxes must be able to connect with each other to form an overall structure. The conventional connection method mainly adopts on-site welding, which is less efficient. At present, there is also a method of connecting through connecting components. For example, the application number is In the British patent of 0324363.12003, the connectors between the container units are composed of multiple components, the form is cumbersome, the actual operation is inconvenient, and the installation efficiency is affected.
同时,受材料影响,传统集装箱后期保温、装饰等改造加工总体效率不高,成本却相应较高,废旧集装箱的来源也很难达到大规模住宅生产的要求。At the same time, due to the impact of materials, the overall efficiency of traditional container heat preservation, decoration and other transformation and processing is not high, but the cost is relatively high, and the source of waste containers is difficult to meet the requirements of large-scale residential production.
面对大量膨胀的城市人口和不断增长的人力成本,房地产市场亟需能够快速连接建造,环保节能,具备更高品质的模块化钢结构装配式产品。In the face of a large number of expanding urban population and increasing labor costs, the real estate market urgently needs to be able to quickly connect construction, environmental protection and energy saving, with higher quality modular steel structure assembly products.
发明内容 Contents of the invention
为了解决上述背景技术中存在的问题,本发明的目的在于提供一种高效连接装配、高通用性,高节能性能,可循环利用的模块化钢结构单元构造,使建筑工厂化生产、部件运输、现场连接装配具备更高效率与经济性。In order to solve the problems existing in the above-mentioned background technology, the object of the present invention is to provide a modular steel structure unit structure with high efficiency connection assembly, high versatility, high energy saving performance, and recyclability, so as to enable building factory production, component transportation, On-site connection assembly is more efficient and economical.
为实现上述目的,本发明采用如下技术方案:一种模块化钢结构单元构造,其特征在于:该模块单元钢结构构架两端为框型钢翼板结构,框型钢翼板四角具有吊装孔及安装孔并焊接具有吊装孔及安装孔L型钢角件,通过单元框型钢翼板及L型钢角件上的安装孔,结合侧墙连接槽钢,模块单元体之间可以快速实现上下、左右、前后单元间的自由连接,使各单元堆叠、组合形成整体结构,具备较好的整体强度和形成柔性抗震体系。In order to achieve the above object, the present invention adopts the following technical solution: a modular steel structure unit structure, characterized in that: the two ends of the modular unit steel structure frame are frame-shaped steel wing plate structures, and the four corners of the frame-shaped steel wing plate have hoisting holes and installation Holes and welded L-shaped steel corner pieces with hoisting holes and installation holes, through the installation holes on the unit frame steel wing plate and L-shaped steel corner pieces, combined with the side wall connecting channel steel, the module units can quickly realize up and down, left and right, front and rear The free connection between the units enables each unit to be stacked and combined to form an overall structure, which has better overall strength and forms a flexible anti-seismic system.
优选地,所述一种模块化钢结构单元构造,其模块单元长度、宽度尺寸及单元结构框型钢翼板L型钢角件顶部吊装孔位置,等同于国际标准集装箱尺寸及集装箱角柱吊装孔位置,可采用通用集装箱吊装机械、索具及集装箱货运车辆进行吊装及运输。Preferably, the unit structure of a modular steel structure, the length and width of the modular unit and the position of the hoisting hole at the top of the L-shaped steel corner piece of the frame-shaped steel wing plate of the unit structure are equivalent to the size of the international standard container and the position of the hoisting hole of the corner post of the container, General container hoisting machinery, rigging and container freight vehicles can be used for hoisting and transportation.
优选地,所述一种模块化钢结构单元构造,其单元结构框型钢翼板四角焊接有吊装孔及安装孔的L型钢角件,两端齐平的单元与单元之间可直接通过L型钢角件上安装孔螺栓相连;两端非齐平的单元与单元之间,可将一个单元结构框型钢翼板侧边安装孔通过锁固螺栓与相邻另一单元侧墙连接槽钢相连接。Preferably, the unit structure of a modular steel structure has L-shaped steel corner fittings with hoisting holes and installation holes welded to the four corners of the unit structure frame-shaped steel wing plate, and L-shaped steel corners can be directly passed between units with two ends flush. The mounting holes on the corner fittings are connected by bolts; between the units whose two ends are not flush, the mounting holes on the side of the structural frame steel wing plate of one unit can be connected with the connecting channel steel of the side wall of another adjacent unit through locking bolts .
优选地,所述一种模块化钢结构单元构造,其单元结构的框型钢翼板四角及L型钢角件上安装孔使单元与外部承重柱和梁、基础上的预埋钢构件之间进行连接,形成柔性连接的整体多层建筑结构。Preferably, the unit structure of a modular steel structure, the four corners of the frame-shaped steel wing plate of the unit structure and the mounting holes on the L-shaped steel corner pieces enable the unit to communicate with the external load-bearing columns and beams, and the embedded steel components on the foundation. connected to form an overall multi-storey building structure with flexible connections.
优选地,所述一种模块化钢结构单元构造,每个模块单元结构由于内部钢框架的支承结构,具备承受垂直叠放8层单元的承重能力,常规每个横向结构预制梁上可堆叠4~8层,通过连接件将堆叠的模块单元与预制框架横梁结构预埋件连接,并沿结构框架不断向上组合形成高层建筑结构。Preferably, the modular steel structure unit structure, each modular unit structure has the load-bearing capacity of vertically stacked 8-layer units due to the supporting structure of the internal steel frame, and conventionally each horizontal structural prefabricated beam can be stacked 4 The stacked modular units are connected to the embedded parts of the prefabricated frame beam structure through connectors, and are combined upwards along the structural frame to form a high-rise building structure.
优选地,所述一种模块化钢结构单元构造,由内含钢筋网片的GRC外墙板和GRC天地结构板内的预埋螺栓件与单元边框T型钢龙骨连接而形成该单元外部围护结构。Preferably, the unit structure of a modular steel structure is formed by connecting the GRC exterior wall panels containing steel mesh sheets and the embedded bolts in the GRC sky and ground structure panels with the T-shaped steel keel of the unit frame to form the external enclosure of the unit structure.
优选地,所述中间保温层可由密度在30~50公斤每立方米的发泡聚氨酯填充或由每立方米30~55公斤密度的发泡酚醛树脂、聚苯泡沫、EPS或泡沫玻璃填充构成,外墙体传热阻低于0.1W/m2k。Preferably, the intermediate insulation layer can be filled with foamed polyurethane with a density of 30-50 kg per cubic meter or filled with foamed phenolic resin, polystyrene foam, EPS or foam glass with a density of 30-55 kg per cubic meter, The heat transfer resistance of the outer wall is lower than 0.1W/m 2 k.
优选地,所述一种模块化钢结构单元构造,其内部卫生间及厨房采用预制模块单元直接定位安装,由于地板的架空,采用同层排水方式,厨卫的上下水位置灵活,并常规敷设地板式供暖系统水管。Preferably, in the modular steel structure unit structure, the internal bathroom and kitchen are directly positioned and installed by prefabricated modular units. Due to the overhead of the floor, the same floor drainage method is adopted, the upper and lower water positions of the kitchen and bathroom are flexible, and the floor is laid conventionally. heating system pipes.
优选地,所述一种模块化钢结构单元构造,其内部楼梯间、电梯间采用预制模块单元与预制承重柱梁预埋件连接后安装定位。Preferably, in the modular steel structure unit structure, the internal stairwell and elevator room are installed and positioned after being connected with prefabricated modular units and prefabricated load-bearing column and beam embedded parts.
本发明由于采用以上技术方案,其具备的优点如下:The present invention has the following advantages due to the adoption of the above technical scheme:
1、通过模块化钢结构单元两端的钢翼板框型结构,不需要再借助繁琐的外部连接件,模块单元体之间可以直接实现单元间上下、左右、前后的快速连接,实现简洁高效的装配化施工,由于大大缩短工期和减少人力,进一步提升了建设的经济性。1. Through the steel wing plate frame structure at both ends of the modular steel structure unit, there is no need to use cumbersome external connectors. The module units can directly realize the fast connection between the unit up and down, left and right, front and back, and realize simple and efficient Assembled construction, due to greatly shortening the construction period and reducing manpower, further improves the economy of construction.
2、相比现有的集装箱单元体系,本发明的模块单元的连接方式和组合形式更为灵活,有利于创造多样化的建筑构成形式,解决了装配建筑标准化和建筑形式丰富性的常规矛盾。2. Compared with the existing container unit system, the connection mode and combination form of the modular units of the present invention are more flexible, which is conducive to creating a variety of architectural forms, and solves the conventional contradiction between the standardization of assembled buildings and the richness of architectural forms.
3、本发明模块单元的围护结构,由GRC外墙板和GRC天地结构板与主次钢骨架以及保温层及室内装饰板复合,融合了钢结构的高强度优势,同时具备优异的保温及节能性能,可便利有效的结合风能、光伏发电系统、风能热回收、地源热泵等附加设施系统形成低能耗、生态环保的建筑产品体系。3. The enclosure structure of the modular unit of the present invention is composed of GRC outer wall panels and GRC sky and earth structural panels, primary and secondary steel skeletons, thermal insulation layers and interior decoration panels, which combines the high strength advantages of steel structures and has excellent thermal insulation and Energy-saving performance can be conveniently and effectively combined with wind energy, photovoltaic power generation system, wind energy heat recovery, ground source heat pump and other additional facilities to form a low energy consumption, ecological and environmental protection building product system.
4、本发明构成的主要建筑材料均可回收,并可进行循环使用,建筑热能耗较常规建筑可降低80~90%,安装后的模块单元基本为精装修成品状态,大大降低了装修垃圾及室内环境二次污染的产生。4. The main building materials formed by the present invention can all be recycled and can be recycled. Compared with conventional buildings, the heat energy consumption of buildings can be reduced by 80-90%. The generation of secondary pollution in the indoor environment.
5、本发明的一种模块化钢结构单元相比传统建筑工艺,基本没有现场湿作业,建筑施工效率可提升5~10倍,全部单元产品部件均为工厂生产,产品质量不受外部气候环境影响,稳定可靠。5. Compared with the traditional construction technology, a modular steel structure unit of the present invention has basically no on-site wet work, and the construction efficiency can be increased by 5 to 10 times. All unit product components are produced by the factory, and the product quality is not affected by the external climate environment. impact, stable and reliable.
6、本发明的一种模块化钢结构单元通过连接件相互连接形成的建筑整体结构属于整体柔性结构,有较好的抗震性能,理论上能抵御8级烈度以上地震。6. The overall structure of the building formed by the interconnection of modular steel structure units of the present invention is an integral flexible structure, which has good seismic performance and can resist earthquakes with an intensity of 8 or above in theory.
7、本发明一种模块化钢结构单元的结构板,玻璃纤维混凝土外墙板及内侧板均为厚度超过15mm的无机不燃材料,有较好的阻燃和防火性能,符合中国目前建筑内外墙材料规范及法规要求。7. The structural panel of a modular steel structure unit of the present invention, the glass fiber concrete outer wall panel and the inner panel are inorganic non-combustible materials with a thickness of more than 15mm, which have good flame-retardant and fire-proof performance, and are in line with the current building interior and exterior walls in China Material specifications and regulatory requirements.
附图说明 Description of drawings
图1是本发明的侧立面图;Fig. 1 is a side elevation view of the present invention;
图2是钢构架侧立面图;Figure 2 is a side elevation view of the steel frame;
图3是钢构架平面图;Fig. 3 is a plan view of steel frame;
图4是单元组合节点示意图;Fig. 4 is a schematic diagram of unit combination nodes;
图5是A-A剖面图;Fig. 5 is A-A sectional view;
图6是总体构架示意图;Fig. 6 is a schematic diagram of the overall structure;
图7是2种立面组合方式示意图;Figure 7 is a schematic diagram of two facade combinations;
图8是2种平面组合方式示意图;Fig. 8 is a schematic diagram of two plane combination modes;
附图标记:1-预埋螺栓件、2-T型钢龙骨、3-密封胶、4-外饰面层、5-GRC外墙板、6-保温层、7-钢筋网片、8-管线槽、9-室内装饰板、10-内墙板固定轻钢龙骨、11-地面板钢龙骨、12-螺钉、13-GRC天地结构板、14-天花板固定轻钢龙骨、15-地板层、16-L型钢角件、17-窗墙、18-侧墙连接槽钢、19-竖向钢龙骨、20-天地钢龙骨、21-钢翼板角部、22-框型钢翼板、23-外墙板预埋固定螺栓、24-钢斜撑、25-标准卫生间及厨房模块、26-吊装孔、27-安装孔、28-锁固螺栓Reference signs: 1-embedded bolts, 2-T-shaped steel keel, 3-sealant, 4-exterior finish, 5-GRC exterior wall panels, 6-insulation layer, 7-steel mesh, 8-pipeline Groove, 9-interior decorative board, 10-light steel keel fixed to interior wall panel, 11-steel keel for ground panel, 12-screw, 13-GRC sky and earth structure board, 14-light steel keel fixed to ceiling, 15-floor layer, 16 -L-shaped steel corner fittings, 17-window wall, 18-side wall connecting channel steel, 19-vertical steel keel, 20-heaven and earth steel keel, 21-steel flange corner, 22-frame steel flange, 23-outside Wall panel pre-embedded fixing bolts, 24-steel braces, 25-standard bathroom and kitchen modules, 26-hoisting holes, 27-installation holes, 28-locking bolts
具体实施方式 Detailed ways
以下通过结合附图说明本发明具体实施例,实施例仅用于说明和解释本发明,但不应以此限制本发明的权利保护范围。The specific embodiments of the present invention will be described below in conjunction with the accompanying drawings. The embodiments are only used to illustrate and explain the present invention, but should not limit the protection scope of the present invention.
实施例Example
参见图1-6所示,一种模块化钢结构单元构造,每个模块单元由角钢组合的T形钢龙骨2,天地向钢龙骨20,竖向钢龙骨19、以及加强总体强度的钢斜撑24组成基本钢结构框架。在基本钢结构框架两端焊接框型钢翼板22,框型钢翼板22四个钢翼板角部21具有吊装孔26及安装孔27并焊接同样具有吊装孔26及安装孔27的L型钢角件16,吊装孔26位置及尺寸形状等同于国际标准集装箱吊装孔位置及尺寸形状。As shown in Figure 1-6, a modular steel structure unit structure, each module unit is composed of a T-
复合有外饰面层4内含钢筋网片7的GRC外墙板5通过外墙板预埋固定螺栓23与T形钢龙骨2相连接固定,内墙板固定龙骨10与竖向钢龙骨19焊接连接后,通过螺钉12将室内装饰板9固定,形成外墙体空心夹层结构,内部发泡填充保温层6,吊装就位标准卫生间及厨房模块25后,将内含钢筋网片7的GRC天地结构板13通过预埋螺栓件1与T型钢龙骨2连接固定,在天花板固定龙骨14上通过螺钉12将室内装饰板9固定,内部发泡填充保温层6,再通过框型钢翼板22焊接具有钢边框的窗墙17,天花及地面敷设相应管线槽8后,在地面板龙骨11上安装地板层15,外部将GRC外墙板5与T型钢龙骨的边框间用密封胶3填缝,形成六面体单元结构,The GRC
一种模块化钢结构单元构造,单元体之间,通过单元框型钢翼板22及L型钢角件16上的安装孔27,结合侧墙连接槽钢18,模块单元体之间可以快速实现上下、左右、前后单元间的自由连接,使各单元堆叠、组合形成整体结构,具备较好的整体强度和形成柔性抗震体系。A modular steel structure unit structure, between the unit bodies, through the unit frame
具体情况参见图7-8所示,如两端齐平的单元与单元之间可直接通过L型钢角件16上安装孔螺栓相连;两端非齐平的单元与单元之间,可将一个单元结构框型钢翼板22侧边安装孔27通过锁固螺栓28与相邻另一单元侧墙连接槽钢18相连接。Refer to Figure 7-8 for details. For example, units with flush ends can be directly connected by bolts in the mounting holes on the L-shaped steel corner fitting 16; units with non-flush ends can be connected by a The mounting hole 27 on the side of the frame-shaped
一种模块化钢结构单元构造,其单元结构框型钢翼板22四个钢翼板角部21及L型钢角件16上安装孔27使单元与外部承重柱和梁、基础上的预埋钢构件之间进行连接,形成柔性连接的整体多层建筑结构;每个模块单元结构由于内部钢框架的支承结构,具备承受垂直叠放8层单元的承重能力,常规结构框架每个横向结构预制梁上堆叠4~8层,通过连接件将堆叠的模块单元与预制框架横梁结构预埋件连接,沿结构框架不断向上组合可形成高层建筑结构,其内部交通楼梯间、电梯间采用预制模块单元与预制承重梁柱预埋件连接后安装定位。A modular steel structure unit structure, its unit structure frame
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102720268A (en) * | 2012-07-12 | 2012-10-10 | 赵冰洋 | Modularized steel structure unit construction |
| CN104532951A (en) * | 2014-11-28 | 2015-04-22 | 同济大学 | Column bearing type cellular building module, and cellular modularization building and building method thereof |
| CN109339225A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of elastic building frame with anti-seismic structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720268A (en) * | 2012-07-12 | 2012-10-10 | 赵冰洋 | Modularized steel structure unit construction |
| CN104532951A (en) * | 2014-11-28 | 2015-04-22 | 同济大学 | Column bearing type cellular building module, and cellular modularization building and building method thereof |
| CN109339225A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of elastic building frame with anti-seismic structure |
| CN109339225B (en) * | 2018-11-08 | 2023-12-05 | 北京场道市政工程集团有限公司 | Elastic building frame with anti-seismic structure |
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