CN102635163A - Assembled monolithic multilayer long-span bidirectional multi-span building with space steel grid box-type structures - Google Patents
Assembled monolithic multilayer long-span bidirectional multi-span building with space steel grid box-type structures Download PDFInfo
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Abstract
The invention discloses an assembled monolithic multilayer long-span bidirectional multi-span building with space steel grid box-type structures, which is characterized in that each layer of ground steel structural framework is formed into a single space steel grid box-type structure by a central cross-shaped single-layer steel grid wall frame, a surrounding single-layer steel grid-type outer wall frame and a top steel open-web sandwich plate floor frame, and the steel grid wall frames are respectively connected by small-sized assembly units prefabricated in a factory at the construction site by using high-strength bolts; all layers of single space steel grid box-type structures are upwards superposed layer by layer to form a superposed single barrel box-type structure; and four multilayer superposed single barrel box-type structures are connected with each other at the floor to form an assembled monolithic multilayer long-span bidirectional multi-span barrel bundle with the space steel grid box-type structures. According to the building disclosed by the invention, welding operations are not needed at the construction site, so that the fire hidden danger is eliminated. Compared with traditional steel framework structures, the construction cost of the steel structure is reduced by 15-20 percent, the construction progress is shortened by at least 1/3, and the resist lateral stiffness is increased by at least twice.
Description
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Technical field
The present invention relates to large public building structural system, specifically is a kind of assembled integral multilayer large-span bidirectional multispan spatial steel grid box structure building.
Background technology
For a long time, public building such as athletic training shop, exhibition hall, large-scale public place of entertainment etc., its minor face span major part is between 30m～42m, and the overwhelming majority is the single of light steel roof system, and this is totally unfavorable to practicing thrift the soil.Reach and work as large public building
lDuring=32m～42m; Adopt conventional prestressed concrete frame structure; Like the garage on T2 airport, capital, will cause " fat beams and columns " phenomenon, also there is the problem that concrete in-situ casting construction speed is slow, the construction civilization degree is difficult to improve simultaneously; Finally cause cost to increase the requirement that does not reach " energy-saving and emission-reduction and low-carbon economy ".
Chinese patent ZL200610200188.X discloses a kind of U shaped steel reinforced concrete combined hollow sandwich slab building cover structure; The grid moulding of its empty stomach and quadrature; Promptly having solved in the Room horizontal tube coil holder such as air-conditioning establishes; Solved the indoor furred ceiling moulding of finishing of the large-scale hall again, but its construction still be unable to do without the cast-in-situ concrete operation, dead load is still bigger than normal simultaneously.
Therefore, make large public building accomplish multilayer multispan and large span, adopt existing concrete and steel framed structure, be difficult to reach good techno-economic, also be difficult to reach the requirement of the function of use of this type of public building requirement large span and large space.
Summary of the invention
The present invention be intended to solve exist when adopting conventional frame construction to build public building because of fat beams and columns concrete that causes and the drawback that rolled steel dosage is big, cost is high, and provide a kind of job site not have the welding operation, construction speed assembled integral multilayer large-span bidirectional multispan spatial steel grid box structure fast, that the construction civilization degree is high, steel using amount can reduce is significantly built.
The technical scheme that the present invention solves its technical problem employing is:
A kind of assembled integral multilayer large-span bidirectional multispan spatial steel grid box structure building; Said each layer of building ground steel structure frame is configured to matrix pattern by central cross steel grid wall frame and individual layer steel mesh form exterior wall all around thereof; Individual layer steel mesh form exterior wall frame around said central cross steel grid wall frame and its by high-strength bolt be connected to form not only divide but also close, four large tracts of land halls of one each other; Said each hall is connected with steel open-spandrel sandwich board building cover structure through high-strength bolt on it, forms single spatial steel grid box structure; Said central cross steel grid wall frame and said individual layer steel mesh form exterior wall frame and said steel open-spandrel sandwich board superstructure frame; Be formed by connecting at the construction field (site) through high-strength bolt by small-sized steel structure assembling unit, said small-sized steel structure assembling unit is made in advance by factory and is transported to the job site again; Said every layer of single spatial steel grid box structure layer upon layer is upwards superimposed; Form the single Tong body of superposed type box structure; Said four the single Tong body of multilayer build-up formula box structures are connected with each other at the superstructure place, form assembled integral multilayer large-span bidirectional multispan spatial steel grid boxlike Tong body bundle.
Further; Constitute the small-sized steel structure assembling unit of said central cross steel grid wall frame and said individual layer steel mesh form exterior wall frame; The horizontal H shaped steel that is connected on this vertical H shaped steel by vertical H shaped steel and two root beads in the middle of being positioned at constitutes, and said vertical H shaped steel is provided with the high-strength bolt connecting hole with the horizontal both ends of H shaped steel.
The small-sized steel structure assembling unit that constitutes said steel open-spandrel sandwich board building cover structure is the diesis structure; Upper strata cross-shaped steel member and lower floor's cross-shaped steel member of this diesis assembly unit unit are welded by intermediate connector, and this upper strata cross-shaped steel member and lower floor cross-shaped steel member both ends are provided with the high-strength bolt connecting hole.
The DQ that said central cross steel grid wall frame and said individual layer steel mesh form exterior wall frame are inlayed through its two sides reaches power lightweight lath and constitutes body of wall.
Compared with prior art; Outstanding effect of the present invention is: adopt cassette space steel lattice structure, each assembly unit unit of its superstructure all processes at factory floor, and carries out weld job; Each assembly unit unit deadweight is controlled at W≤500kg; And traffic regulation requirement when guaranteeing transportation, there is not the welding operation at the construction field (site), eliminate the disaster hidden-trouble that the large-scale steel structure engineering site is constructed fully; Than the large public building of traditional steel framed structure, its steel work cost floats downward 15%～20%, and its construction speed can shorten 1/3 at least, and its construction civilization degree also improves significantly, and anti-side rigidity also increases substantially.
Description of drawings
Fig. 1 is the floor map of the embodiment of the invention by four large tracts of land halls of central cross steel grid wall frame division, single span L=32m～42m;
Fig. 2 is that lower left corner portion steel lattice is arranged sketch map among Fig. 1.
Fig. 3 is the central cross steel grid wall frame sketch map of the embodiment of the invention.
Fig. 4 is that the central cross steel grid wall frame and the individual layer steel mesh form exterior wall frame grid of the embodiment of the invention arranged sketch map, and annotating " o " person among the figure is the high-strength bolt tie point.
Fig. 5 is the middle-size and small-size steel structure assembling of a Fig. 4 unit A steel work organigram.
Fig. 6 is the middle-size and small-size steel structure assembling unit B of a Fig. 4 steel work organigram.
Fig. 7 is the sectional structural map (wall central authorities are for hollow) that steel lattice exterior wall two sides edge down DQ reaches power lightweight lath.
Fig. 8 is the diesis assembly unit unit structure sketch map that constitutes steel open-spandrel sandwich board superstructure frame.
Fig. 9 is the steel open-spandrel sandwich board superstructure frame axonometric drawing (" O " is the high-strength bolt link position among the figure) that diesis assembly unit unit adopts the high-strength bolt connection.
To be steel open-spandrel sandwich board building cover structure link to each other with individual layer steel mesh form exterior wall frame all around Figure 10, and single spatial steel grid box structure and the equivalence thereof of forming each layer are the sketch map of board-like box structure mechanical model.
Figure 11 is that single spatial steel grid box structure shown in Figure 10 in layer upwards superimposed (4 layers) and four the four range upon range of box structures that close are connected with each other at the superstructure place, forms the mechanical model sketch of the great multi-layer combined type boxlike of lateral rigidity Tong body bundle structure.
Figure 12 is small-sized steel structure assembling unit B shown in Figure 6 and diesis assembly unit shown in Figure 8 unit connecting axle mapping.
Figure 13 is that steel structure frame installs the grid box structure axonometric drawing that the back forms.
Among the figure: 1-central authorities cross steel grid wall frame; 2-individual layer steel mesh form exterior wall frame; 3-steel open-spandrel sandwich board superstructure frame; The small-sized steel structure assembling unit B of 4-; The small-sized steel structure assembling of 5-unit A; The vertical H shaped steel of 6-; The horizontal H shaped steel of 7-; 8-high-strength bolt connecting hole; 9-DQ reaches power lightweight lath; 10-cross-shaped steel member; The 11-intermediate connector; The 12-stiffener; 13-diesis assembly unit unit.
The specific embodiment
Further set forth the present invention below in conjunction with embodiment, purpose only is to understand better content of the present invention.The example of therefore, being lifted does not limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, Fig. 3, what present embodiment provided is that four layers of a kind of assembled integrals, quadrature two are 36m * 36m, four 36m * 36m=1296m of every layer of branch to twin spans, span
2The building of the spatial steel grid box structure in hall; Every layer of four hall are separated by central cross steel grid wall frame 1; Central authorities' cross steel grid wall frame 1 is connected by high-strength bolt with its individual layer steel mesh form exterior wall frame 2 all around; Every layer is surrounded four halls that form by central cross steel grid wall frame 1 and individual layer steel mesh form exterior wall frame 2, and its top is connected with steel open-spandrel sandwich board superstructure frame 3, thereby forms four spatial steel grid box structures; Every layer of single spatial steel grid box structure layer upon layer is upwards superimposed; Form the single Tong body of superposed type box structure, four the single Tong body of multilayer build-up formula box structures are connected with each other at the superstructure place, promptly form assembled integral multilayer large-span bidirectional multispan spatial steel grid boxlike Tong body bundle (Fig. 1).Every layer of four large tracts of land hall that build up thus not only divide but also close, one each other, make the large public building functional diversities become possibility.
Referring to Fig. 4, Fig. 5, Fig. 6, central cross steel grid wall frame 1 and individual layer steel mesh form exterior wall frame 2 are formed by connecting through high-strength bolt by small-sized steel structure assembling unit (A) 5 and small-sized steel structure assembling unit (B) 4.The horizontal H shaped steel 7 that vertical H shaped steel 6 in the middle of small-sized steel structure assembling unit (A) 5 is positioned at by one with small-sized steel structure assembling unit (B) 4 and two root beads are connected on this vertical H shaped steel 6 constitutes, and the both ends of said vertical H shaped steel 6 and horizontal H shaped steel 7 are provided with high-strength bolt connecting hole 8.
Referring to Fig. 7, central cross steel grid wall frame 1 reaches power lightweight lath 9 formation bodies of wall with the DQ that individual layer steel mesh form exterior wall frame 2 is inlayed down through its two sides.
Referring to Fig. 8, Fig. 9, Figure 12, steel open-spandrel sandwich board superstructure frame 3 is formed by connecting through high-strength bolt diesis assembly unit unit 13.Diesis assembly unit unit 13 is welded through intermediate connector 11 and stiffener 12 by upper strata and lower floor's cross-shaped steel member 10.
Fig. 5, Fig. 6, small-sized steel structure assembling shown in Figure 8 unit are made in advance by factory and are transported to the job site again.
Building according to the invention, concrete construction comprises that three parts, first are on-the-spot smooth place, carry out the construction of underground foundation and cast-in-situ concrete framework; Second portion is to manufacture small-sized steel structure assembling unit and be transported to the building site in factory floor processing; Third part is ground spatial steel grid box structure construction.First, second two-part operation almost can be accomplished simultaneously.
The ground construction operation of third part mainly is that vertical and horizontal space steel lattice adopt high-strength bolt etc. to be connected " DQ reaches and weighs lightweight lath body of wall " and the door and window operation that form the grid type box structure of integral body and inlay inner, external wall by force.Concrete steps are following:
1. produce in factory is good small-sized steel structure assembling unit (A) 5 is transported to the building site with small-sized steel structure assembling unit (B) 4 and diesis type assembly unit unit 13.
2. from bottom to top with strong central cross steel grid wall frame 1 and individual layer steel mesh form exterior wall framves 2 of connecting such as high-strength bolts.
3. first floor wall frame installs the back and adopts strong connection assembled integral steel open-spandrel sandwich board superstructure frame 3 (referring to Figure 12) such as high-strength bolt, and breaks pin and reproduce that to water grid be 2m * 2m (continuous thin plate of steel concrete 80 thick two-way multispan of or 1.8m * 1.8m) at steel open-spandrel sandwich board superstructure frame 3 top of winding up.Meanwhile; Adopting manufactured DQ to reach power lightweight lath 9 installs on the inside and outside steel lattice body of wall (as shown in Figure 7); Second layer construction operation carries out the construction operation of water, electricity, fire-fighting work post again as the first floor construction operation after the multistory building of design installs.
Mechanical model of the present invention is horizontal and vertical steel lattice plate; Each layer is formed the grid-shaped box structure; Its mechanical model equivalence is " box structure " (shown in figure 10) horizontal and that vertical plate is formed; With every layer of " box structure " layer upon layer of Figure 10 make progress superimposed after, promptly form the single Tong body of superposed type box structure, it bears horizontal applied force P=2 * P/2; Four single Tong body box structure superstructure places are connected with each other, and promptly form the great multi-layer combined type box structure of lateral rigidity (shown in figure 11).After installing, steel structure frame promptly forms grid box structure shown in Figure 13.
Claims (4)
1. an assembled integral multilayer large-span bidirectional multispan spatial steel grid box structure is built; It is characterized in that; Said each layer of building ground steel work is configured to by central cross individual layer steel grid wall frame and individual layer steel mesh form exterior wall all around thereof; Individual layer steel mesh form exterior wall frame around said central cross steel grid wall frame and its is connected to form by high-strength bolt, and it not only divides but also close, four large tracts of land halls of one each other, said each hall; Superstructure is connected with steel open-spandrel sandwich board superstructure through high-strength bolt on it, forms single spatial steel grid box structure; Said central cross steel grid wall frame and said individual layer steel mesh form exterior wall frame and said steel open-spandrel sandwich board superstructure frame; Be formed by connecting at the construction field (site) through high-strength bolt by small-sized steel structure assembling unit, said small-sized steel structure assembling unit is made in advance by factory and is transported to the job site again; Said every layer of single spatial steel grid box structure layer upon layer is upwards superimposed; Form the single Tong body of superposed type box structure; Said four the single Tong body of multilayer build-up formula box structures are connected with each other at the superstructure place, form assembled integral multilayer large-span bidirectional multispan spatial steel grid boxlike Tong body bundle.
2. assembled integral multilayer large-span bidirectional multispan spatial steel grid box structure building as claimed in claim 1; It is characterized in that; Constitute the small-sized steel structure assembling unit of said central cross steel grid wall frame and said individual layer steel mesh form exterior wall frame; The horizontal H shaped steel that is connected on this vertical H shaped steel by vertical H shaped steel and two root beads in the middle of being positioned at constitutes, and said vertical H shaped steel is provided with the high-strength bolt connecting hole with the horizontal both ends of H shaped steel.
3. assembled integral multilayer large-span bidirectional multispan spatial steel grid box structure building as claimed in claim 1; It is characterized in that; The small-sized steel structure assembling unit that constitutes said steel open-spandrel sandwich board superstructure frame is the diesis structure; Upper strata cross-shaped steel member and lower floor's cross-shaped steel member of this diesis assembly unit unit are welded by intermediate connector, and this upper strata cross-shaped steel member and lower floor cross-shaped steel member both ends are provided with the high-strength bolt connecting hole.
4. assembled integral multilayer large-span bidirectional multispan spatial steel grid box structure building as claimed in claim 1; It is characterized in that; The DQ that said central cross steel grid wall frame and said individual layer steel mesh form exterior wall frame are inlayed through its two sides reaches power lightweight lath and constitutes body of wall, reaches the effect of insulation steel structure fireproofing.
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| CN103276839A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column multi-layer high-rise assembling steel frame-eccentric support system |
| CN103276794A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column high-rise assembling steel frame-prestress central support system |
| CN104452966A (en) * | 2014-12-03 | 2015-03-25 | 云南昆钢钢结构有限公司 | Assembled integral type spatial steel grid box-shaped structural house for earthquake region |
| CN104763054A (en) * | 2015-04-17 | 2015-07-08 | 南京中建化工设备制造有限公司 | Assembly integral type orthogonal spatial mixed steel grid box type structure |
| CN104775521A (en) * | 2015-04-17 | 2015-07-15 | 南京中建化工设备制造有限公司 | Assembled integral type orthogonal-diagonal mixed type steel grid box type structure |
| CN104775557A (en) * | 2015-04-17 | 2015-07-15 | 南京中建化工设备制造有限公司 | Large-span assembly integral type open-web sandwich plate building floor |
| CN105297983A (en) * | 2015-11-03 | 2016-02-03 | 中国航天建设集团有限公司 | Novel steel-concrete combined open web girder system |
| 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 |
| CN105756380A (en) * | 2015-12-16 | 2016-07-13 | 贵州建工集团第建筑工程有限责任公司 | Construction method of multi-layer large-span assembled integral space steel grid box-type structure factory building |
| CN106193290A (en) * | 2016-03-25 | 2016-12-07 | 南京中建化工设备制造有限公司 | Assembled integral orthogonal spatial Steel Space grid box structure novel construction method |
| CN109235731A (en) * | 2018-11-08 | 2019-01-18 | 刘凯 | The prefabricated fast spelling formula superstructure of one kind or roof system |
| CN109898646A (en) * | 2019-03-05 | 2019-06-18 | 贵州建工集团第一建筑工程有限责任公司 | A kind of construction method of assembled steel structure multi storied factory building skeleton |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004251056A (en) * | 2003-02-21 | 2004-09-09 | Shimizu Corp | Structure of building |
| CN201128956Y (en) * | 2007-09-30 | 2008-10-08 | 贵州喀斯特钢结构有限公司 | Assembled integral flat-plate or curve type vierendeel steel lattice 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 |
| CN102418382A (en) * | 2011-11-08 | 2012-04-18 | 浙江东南网架股份有限公司 | Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building |
-
2012
- 2012-05-11 CN CN201210144537.6A patent/CN102635163B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004251056A (en) * | 2003-02-21 | 2004-09-09 | Shimizu Corp | Structure of building |
| CN201128956Y (en) * | 2007-09-30 | 2008-10-08 | 贵州喀斯特钢结构有限公司 | Assembled integral flat-plate or curve type vierendeel steel lattice 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 |
| CN102418382A (en) * | 2011-11-08 | 2012-04-18 | 浙江东南网架股份有限公司 | Profile steel space lattice assembly integrated box-type structure for small high-rise energy-saving residential building |
Non-Patent Citations (2)
| 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》 * |
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| CN105297983A (en) * | 2015-11-03 | 2016-02-03 | 中国航天建设集团有限公司 | Novel steel-concrete combined open web girder system |
| CN105297983B (en) * | 2015-11-03 | 2017-10-27 | 中国航天建设集团有限公司 | A kind of steel concrete composite open-web beam system |
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| CN106193290A (en) * | 2016-03-25 | 2016-12-07 | 南京中建化工设备制造有限公司 | Assembled integral orthogonal spatial Steel Space grid box structure novel construction method |
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| CN111305441A (en) * | 2020-02-28 | 2020-06-19 | 青岛理工大学 | Energy-dissipating vibration-reducing hollow composite floor system |
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