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 PDF

Info

Publication number
CN102418382A
CN102418382A CN2011103493257A CN201110349325A CN102418382A CN 102418382 A CN102418382 A CN 102418382A CN 2011103493257 A CN2011103493257 A CN 2011103493257A CN 201110349325 A CN201110349325 A CN 201110349325A CN 102418382 A CN102418382 A CN 102418382A
Authority
CN
China
Prior art keywords
member unit
unit
type structure
component unit
wall frame
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
Application number
CN2011103493257A
Other languages
Chinese (zh)
Inventor
马克俭
周观根
朱方正
肖建春
程志敏
张晓楠
张华刚
李国强
段渝忠
彭登
周家干
谈增辉
徐向东
覃士杰
覃亮
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.)
GUIYANG ARCHITECTURE DESIGN INSTITUTE Co Ltd
HUNAN JINHAI STEEL STRUCTURE CO Ltd
Guizhou University
Zhejiang Southeast Space Frame Co Ltd
Guizhou Huiton Shenfa Steel Structure Co Ltd
Original Assignee
GUIYANG ARCHITECTURE DESIGN INSTITUTE Co Ltd
Guizhou University
Zhejiang Southeast Space Frame Co Ltd
Guizhou Huiton Shenfa Steel Structure Co Ltd
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 GUIYANG ARCHITECTURE DESIGN INSTITUTE Co Ltd, Guizhou University, Zhejiang Southeast Space Frame Co Ltd, Guizhou Huiton Shenfa Steel Structure Co Ltd filed Critical GUIYANG ARCHITECTURE DESIGN INSTITUTE Co Ltd
Priority to CN2011103493257A priority Critical patent/CN102418382A/en
Publication of CN102418382A publication Critical patent/CN102418382A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to an integrated box-type structure, in particular to a profile steel assembly integrated space lattice box-type structure for a cast-in-situ industrial plaster external wall of a small high-rise energy-saving residential building. The profile steel assembly integrated space lattice box-type structure comprises a wall frame lattice, wherein the wall frame lattice is formed by assembling member units A, B, C and D which are formed by assembling vertical members and transverse members respectively; joints of end parts of the vertical members and the transverse members are high-strength bolt jointing holes; and plaster layers are poured at two ends of the wall frame lattice respectively. The profile steel assembly integrated space lattice box-type structure is simple, low in manufacturing cost and easy and safe to install; and the stress system is rational.

Description

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Integral box-type structure of steel space grid assembly for small high-rise energy-saving residential buildings

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 wall frame grid 1, and the wall frame The grid 1 is assembled by A component unit 2, B component unit 3, C component unit 4 and D component unit 5, the A component unit 2, B component unit 3, C component unit 4 and D component unit 5 It is respectively assembled by vertical members 6 and transverse members 7. The joints at the ends of the vertical members 6 and the transverse members 7 are respectively high-strength bolt joint holes 8. The two ends of the wall frame grid 1 The gypsum layers 9 are respectively poured, the A component unit 2 is continuously distributed, the two ends of the A component unit 2 are the D component units 5 assembled therewith, and the B component unit 3 is above the A component unit 2 , the B component unit 3 is continuously distributed, the two ends of the B component unit 3 are C component units 4 assembled therewith, the C component unit 4 is located above the D component unit 5, and the A component unit A portal 10 is provided in the unit 2, and the A component unit 2, the B component unit 3, the C component unit 4 and the D component unit 5 are connected to each other by high-strength bolts 11, etc., and the thickness of the gypsum layer 9 is at least 25mm .

Claims (3)

1. the shaped steel space lattice assembled integral box structure of a little high-rise energy-saving residential building; It is characterized in that: comprise wall frame grid (1); Described wall frame grid (1) is assembled each other by A member unit (2), B member unit (3), C member unit (4) and D member unit (5); Described A member unit (2), B member unit (3), C member unit (4) and D member unit (5) are mutually assembled with transverse member (7) by vertical member (6) respectively; The junction, end of described vertical member (6) and transverse member (7) is respectively high-strength bolt conjugate foramen (8), and the two ends of described wall frame grid (1) are cast with gypsic horizon (9) respectively.
2. the shaped steel space lattice assembled integral box structure of little high-rise energy-saving residential building according to claim 1; It is characterized in that: described A member unit (2) is continuous distributed; The two ends of A member unit (2) are the D member unit (5) of phase assembly unit with it; The top of described A member unit (2) is B member unit (3), and described B member unit (3) is continuous distributed, and the two ends of B member unit (3) are the C member unit (4) of phase assembly unit with it; Described C member unit (4) is positioned at the top of D member unit (5), is provided with door (10) in the described A member unit (2).
3. the shaped steel space lattice assembled integral box structure of little high-rise energy-saving residential building according to claim 1 and 2; It is characterized in that: described A member unit (2), B member unit (3), C member unit (4) and D member unit (5) are connected by force through high-strength bolt (11) etc. each other, and the thickness of described gypsic horizon (9) is at least 25mm.
CN2011103493257A 2011-11-08 2011-11-08 Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building Pending CN102418382A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011103493257A CN102418382A (en) 2011-11-08 2011-11-08 Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011103493257A CN102418382A (en) 2011-11-08 2011-11-08 Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building

Publications (1)

Publication Number Publication Date
CN102418382A true CN102418382A (en) 2012-04-18

Family

ID=45943008

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011103493257A Pending CN102418382A (en) 2011-11-08 2011-11-08 Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building

Country Status (1)

Country Link
CN (1) CN102418382A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN102635163A (en) * 2012-05-11 2012-08-15 唐山建华工程质量检测有限公司 Assembled monolithic multilayer long-span bidirectional multi-span building with space steel grid box-type structures
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

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004251056A (en) * 2003-02-21 2004-09-09 Shimizu Corp Building structure
CN201317987Y (en) * 2008-11-10 2009-09-30 贵州大学 Steel reinforced concrete grid-type frame structure using phosphorous gypsum as wall material
CN101691784A (en) * 2009-08-19 2010-04-07 贵州大学 Steel structured wide-bay energy-saving residential building with gypsum walls and on-site layering and sectioning manufacturing method
CN202338026U (en) * 2011-11-08 2012-07-18 浙江东南网架股份有限公司 Section-steel-assembled integral space-grid box type structure for small high energy-conserving residential buildings

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004251056A (en) * 2003-02-21 2004-09-09 Shimizu Corp Building structure
CN201317987Y (en) * 2008-11-10 2009-09-30 贵州大学 Steel reinforced concrete grid-type frame structure using phosphorous gypsum as wall material
CN101691784A (en) * 2009-08-19 2010-04-07 贵州大学 Steel structured wide-bay energy-saving residential building with gypsum walls and on-site layering and sectioning manufacturing method
CN202338026U (en) * 2011-11-08 2012-07-18 浙江东南网架股份有限公司 Section-steel-assembled integral space-grid box type structure for small high energy-conserving residential buildings

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
卢亚琴等: "磷石膏墙体钢筋混凝土网格式框架结构动力反应数值分析", 《建筑结构学报(增刊 2)》 *
马克俭等: "空间网格式框架结构在多、高层大开间灵活划分房间石膏节能建筑中的研究与应用综述", 《空间结构》 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN102635163A (en) * 2012-05-11 2012-08-15 唐山建华工程质量检测有限公司 Assembled monolithic multilayer long-span bidirectional multi-span building with space steel grid box-type structures
CN102635163B (en) * 2012-05-11 2014-05-21 唐山建华工程质量检测有限公司 Assembled integral multi-storey large-span two-way multi-span space steel grid box structure building
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

Similar Documents

Publication Publication Date Title
CN103334491B (en) One how high-rise assembling type steel structure hetero-columns frame support system
CN103334488B (en) Assembled steel structure deformed column framework support system
CN105544801A (en) Bolted connection technique for prefabricated large plate shear wall provided with concealed bracing and construction method
CN103924710B (en) Low layer assembled combined wall house Plate Welding node structure
CN103993679B (en) Low layer assembling combined wall house bolt connection node structure
CN106703184A (en) Connection node construction of concrete-filled square steel tube column and rectangular section steel beam
CN107313540A (en) The anti-buckling assembled combination beam of fire prevention and construction method
CN102661010B (en) Composite shear wall
CN207553289U (en) A kind of assembled steel and concrete frame space modular structure and system
CN103174260B (en) Ten shape steel reinforced concrete special-shaped columns of supporting role's steel skeleton
CN106836492A (en) A kind of group frame-embedded faced wall Lateral Resistant System
CN108301531A (en) Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node
CN204983269U (en) Assembled double -layer steel plate intussuseption concrete compound shear wall structure system
CN105908868B (en) A kind of practice of light steel frame cage bar type single-row reinforcement regeneration concrete shear force wall
CN111962952A (en) A kind of concrete-filled steel tubular column-H-shaped steel beam-steel support-π-shaped connecting piece combined middle column bottom node and method
CN103266660B (en) A kind of industrialization assembling post through beam steel flanged beam steel structure frame prestressing force eccentrical braces
CN108755955A (en) Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall
CN106088401A (en) A kind of assembled light steel frame insulation anti-side panel structure being applicable to villages and small towns multi-storey building and the practice
CN111962949A (en) Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type center pillar middle node and manufacturing method
CN103276799B (en) A kind of industrialization assembling post through beam steel flanged beam steel structure frame eccentrical braces
CN108775084B (en) Steel-concrete composite prefabricated beam and prefabricated column connection structure and construction method
CN103195212A (en) T-shaped steel reinforced concrete special-shaped column of supporting steel frame
CN207812741U (en) Pre-manufactured steel structure overlapped shear wall
CN102418382A (en) Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building
CN105133767A (en) Manufacturing method for regular hexagonal honeycomb latticed steel hollow floor frame box type structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
ASS Succession or assignment of patent right

Owner name: GUIZHOU UNIVERSITY HU NAN JINHAI STEEL STRUCTURE C

Free format text: FORMER OWNER: GUIZHOU UNIVERSITY GUIZHOU HUITONG SHENFA STEEL STRUCTURE CO., LTD. GUIYANG ARCHITECTURAL DESIGN INSTITUTE CO., LTD.

Effective date: 20120725

C41 Transfer of patent application or patent right or utility model
C53 Correction of patent of invention or patent application
CB03 Change of inventor or designer information

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

COR Change of bibliographic data

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

TA01 Transfer of patent application right

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.

C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20120418