CN101270595A - Assembled honeycombed sheet light empty stomach building and roof structure system - Google Patents
Assembled honeycombed sheet light empty stomach building and roof structure system Download PDFInfo
- Publication number
- CN101270595A CN101270595A CNA200810100745XA CN200810100745A CN101270595A CN 101270595 A CN101270595 A CN 101270595A CN A200810100745X A CNA200810100745X A CN A200810100745XA CN 200810100745 A CN200810100745 A CN 200810100745A CN 101270595 A CN101270595 A CN 101270595A
- Authority
- CN
- China
- Prior art keywords
- side plate
- plate
- building
- roof
- top board
- 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.)
- Granted
Links
Images
Abstract
A roof structure system of an assembly cellular board light hollow building relates to a roof structure system of a light building(house) in the field of civil engineering which can be broadly applied to large space roofs of multistoried buildings and highrises as well as the roof structures of large span buildings. The invention can greatly lighten the deadweight of the structure, can realize factory and series modular and batch production as well as on-spot assembly construction, can effectively reduce the height of the structure and save the indoor clearance; thereby generating excellent comprehensive economic and social benefits. The system is formed by jointing a bottom plate (1) formed by a metal cellular board, a top plate (2), a transverse side plate(3), a longitudinal side plate (4) and a socket type connector(5). The transverse side plate(3) and the longitudinal side plate (4) are crossly arranged between the bottom plate (1) and the top plate (2); the transverse side plate(3) and the longitudinal side plate (4) are connected on the bottom plate (1) and the top plate (2) through the socket type connector(5).
Description
Technical field
The present invention relates to a kind of light-duty building (room) the lid structural system in the field of civil engineering, can be widely used in the large space superstructure in many, the highrise building or the roof structure of long span building.Dead load is alleviated greatly, and can realize batch production, seriation typing batch process, the site assembly construction can effectively reduce structure height, saves indoor headroom, and then produces good overall economic efficiency and social benefit.
Background technology
Along with national economy grows continuously and fast and the improving constantly of people's quality of life, space structures is favored by increasing architect and structure teacher.There are the various buildings of large space requirement to be seen everywhere, as large supermarket, market, stadiums and exhibition, recreation center etc., little then several thousand square meters of area, big to several ten thousand and even hundreds thousand of square meter, its common feature is that requirement floor or roof system adopt huge pillar net (even not having only periphery supporting of center pillar), large space, if still adopt plain bars concrete beam plate system, then must form Paris polyphylla (room) lid of " fertile beam, fat post " during design, sometimes even can't satisfy the leap requirement of large span.Solve above-mentioned large space building (room) the more common scheme of lid at present and generally can adopt space structures forms such as steel mesh frame, composite space truss, its structural performance and result of use obviously are better than traditional reinforced concrete beam board system, but the deadweight of these structures is still light inadequately comparatively speaking, and the higher structure height of rod member system can influence the building headroom in some occasion.
As everyone knows, the skillful craftsman in the Nature---honeybee is built " honeycomb " structure just, is a kind of structure very reasonably " space structures ".And, have (about 6～8kg/m in light weight by upper and lower two layers of thin metal decking and the middle compounded metal beehive sandwich slab of ultra-thin aluminium honeycomb core
2), big, the sound insulation of rigidity, plurality of advantages such as heat insulation, fire-resistant, and mature production technology we can say that it is typical case's representative of high-performance sheet material, so be widely used in fields such as aviation, bullet train, naval vessel.In the roofing of some middle and high shelves public buildings, metope, also adopt in a large number in recent years, as: Shanghai automobile conference and exhibition center single roofing (20700m
2), control and command center, Shahe, Chengdu hyperboloid roof made of cellular aluminium plate (8000m
2), engineerings such as Zhejiang University's multi function hall sphere aluminium honeycomb side fascia.Perhaps be because the price of metal beehive sheet material is higher relatively, also seldom in the civil engineering field, use in a large number with plate at present as structure.Yet make a concrete analysis of, calculate through us, because the system overall economic efficiency that its excellent mechanical property and ultralight deadweight are brought has remedied the shortcoming of its higher unit price far away, in addition more more economical than similar other form of structure.Simultaneously, it is different from equally flexibility " film " material that possesses " lightweight, high-strength " characteristic again, can tension, again can pressurized, and range of application is wider.For this reason, the present invention forms a kind of novel empty stomach large space combination building (room) lid system with this high-performance cellular board by specific connected mode.Through initial analysis, research, this structural system is in light weight, rigidity is big, anti-seismic performance is good, easy construction is feasible, batch production producing in serial form degree height.
Summary of the invention
Technical problem: for overcoming the deficiency of existing traditional building (room) lid structure, the invention provides a kind of from heavy and light, Wu Liang, on an empty stomach, save indoor headroom, batch production producing in serial form, highly the compound building of novel large space (room) of assemblingization covers structural system.Macroscopic view sees that its inside is full of the lattice cavity, is equivalent to energy-saving " the big cellular board " of a, sound-insulating and heat-insulating big from heavy and light, rigidity.
Technical scheme: assembling cellular board light empty of the present invention building, structural system of roof comprise that base plate, top board, horizontal side plate, vertical side plate and the bayonet joint part be made up of metal honeycomb plate are assembled; Laterally side plate, vertically side plate is arranged in a crossed manner mutually, and between base plate, top board, on base plate and top board, connects horizontal side plate, vertical side plate by the bayonet joint part.Be provided with the connection draw-in groove in the junction plate seam between base plate, top board, horizontal side plate, the vertical side plate, and in the base plate face of tension, apply certain prestressing force, with its structural integrity of further raising.When being applied to roof structure, in the scab seam of top board, fill the waterproof sealing press strip.
Beneficial effect: compared with prior art, the present invention has the following advantages:
Have very " lightweight, high-strength " sheet material---metal honeycomb plate of high specific strength, specific stiffness (being intensity, the rigidity of Unit Weight) because this structural system adopts to be acknowledged as,, be mainly reflected in so its structural performance is much superior than the traditional structure system:
(1) dead load is light, and comprehensive cost is low.
Because forming the deadweight of the critical piece light weight board of structure only is 6～8kg/m
2So the deadweight after the formation structure is about 20～40kg/m
2, be about 1/2 of conventional steel dead loads such as general rack.When being applied to superstructure, be about 1/5 of ordinary reinforced concrete superstructure.Through concrete measuring and calculating, although the price of monolithic cellular board is higher relatively, consider that the building comprehensive cost after the deadweight effect is not high, generally can reduce by 5～10%.
(2) integral rigidity is big, and anti-seismic performance is good.
Because structure belongs to plate body system, its integral rigidity, anti-seismic performance and resistance to overturning all are better than traditional structure.
(3) integrate load-bearing, go along with sb. to guard him, decoration and energy-conservation.
Base plate in this system is load-carrying members, and the indoor smallpox decorative panel of double as can carry out surface preparation before installation again, need not to carry out secondary and decorates; And its top board is load-bearing, wall interior panel, also can need solar energy heat collector be set in local (or all) zones by the owner.
(4) good building physics performance.
At first, because cellular board itself has sound insulation, advantage such as heat insulation, fire-resistant, secondly, because from macroscopic view, whole building (room) structure is again one " the big cellular board " that be full of the lattice air layer, so its sound insulation, physical property such as heat insulation must be more excellent.
(5) structure height is little, saves the building headroom.
Through the finite element comparative analysis, under same design load, the structure height of this structural system that span is identical (being made of plate system fully) is than low 20～30% (the rigidity index is identical) of floor structure height of structural system composed of bar such as composite space truss.Promote the building headroom effectively, thereby under the constant situation of building general height, can increase building storey, enlarged usable floor area, brought extra economic benefit.
Description of drawings
Fig. 1 is the schematic diagram of the present invention when being used for building cover structure;
Fig. 2 is the schematic diagram of the present invention when being used for large-span roof structure;
Fig. 3 is the schematic diagram of the present invention when being used for portal-rigid frames;
Fig. 4 is the joint construction schematic diagram of this structural system.
Have among the figure: base plate 1, top board 2, horizontal side plate 3, vertical side plate 4, bayonet joint part 5, connection draw-in groove 6, waterproof sealing press strip 7.
The specific embodiment
With thickness is 20～30mm, and planar dimension is 1
m* 1
mAnd 1
m* 0.5
mAbout the high-performance metal cellular board make base plate 1, top board 2, laterally side plate 3, vertical side plate 4, laterally side plate 3, vertically side plate 4 is arranged in a crossed manner mutually, and between base plate 1, top board 2, on base plate 1 and top board 2, connect horizontal side plate 3, vertical side plate 4 by bayonet joint part 5 (general part).Be provided with connection draw-in groove 6 (general part) in the junction plate seam between base plate 1, top board 2, horizontal side plate 3, the vertical side plate 4, and in the base plate face of tension, apply certain prestressing force, with its structural integrity of further raising.
When being applied to roof structure, in the scab seam of top board 2, fill waterproof sealing press strip 7.
After professional fix-point-enterprise produces typings such as metal honeycomb plate (having metal edge frame) and special connecting piece in batches, transport to the scene, and adopt high altitude bulk respectively or after installation on ground becomes some cell cubes, hang earlier the high-altitude installation in position again according to field condition.
Should set up necessary scaffold and interim the support during assembly unit, after forming single Pin structure, just can be used as the support of further part, adopt slide installation method to push ahead gradually, and no longer need full hall scaffold.
Claims (3)
1. an assembling cellular board light empty building, structural system of roof, it is characterized in that this system comprise the base plate (1) formed by metal honeycomb plate, top board (2), laterally side plate (3), vertically side plate (4) and bayonet joint part (5) are assembled; Laterally side plate (3), vertically side plate (4) is arranged in a crossed manner mutually, and is positioned between base plate (1), the top board (2), on base plate (1) and top board (2), connects horizontal side plate (3), vertical side plate (4) by bayonet joint part (5).
2. assembling cellular board light empty according to claim 1 building, structural system of roof, it is characterized in that base plate (1), top board (2), laterally be provided with connection draw-in groove (6) in the junction plate seam between side plate (3), the vertical side plate (4), and in the base plate face of tension, apply certain prestressing force, with its structural integrity of further raising.
3. assembling cellular board light empty according to claim 1 building, structural system of roof is characterized in that when being applied to roof structure, fill waterproof sealing press strip (7) in the scab seam of top board (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810100745XA CN101270595B (en) | 2008-05-16 | 2008-05-16 | Assembled honeycombed sheet light empty stomach building and roof structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810100745XA CN101270595B (en) | 2008-05-16 | 2008-05-16 | Assembled honeycombed sheet light empty stomach building and roof structure system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101270595A true CN101270595A (en) | 2008-09-24 |
| CN101270595B CN101270595B (en) | 2010-04-21 |
Family
ID=40004798
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810100745XA Expired - Fee Related CN101270595B (en) | 2008-05-16 | 2008-05-16 | Assembled honeycombed sheet light empty stomach building and roof structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101270595B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761160B (en) * | 2009-12-18 | 2011-06-22 | 东南大学 | Totally-prefabricated assembling type reinforced concrete floor system |
| CN104929258A (en) * | 2014-03-17 | 2015-09-23 | 张永清 | Industrial energy-saving anti-seismic building wall |
| CN105040879A (en) * | 2015-07-27 | 2015-11-11 | 天津市金万方钢结构有限公司 | Regular-hexagon honeycomb grid floor structure and method for manufacturing same |
| CN105133767A (en) * | 2015-07-27 | 2015-12-09 | 天津市金万方钢结构有限公司 | Manufacturing method for regular hexagonal honeycomb latticed steel hollow floor frame box type structure |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2318285Y (en) * | 1997-07-08 | 1999-05-12 | 李岭群 | Two-way close ribbed honeycomb spherical shell floor |
| JP2001164687A (en) * | 1999-12-06 | 2001-06-19 | Nippon Steel Corp | Floor honeycomb core structural material and method of using the same |
| CN2858833Y (en) * | 2006-01-06 | 2007-01-17 | 杭兆全 | Cast-in-place concrete floor honeycomb filling block |
-
2008
- 2008-05-16 CN CN200810100745XA patent/CN101270595B/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761160B (en) * | 2009-12-18 | 2011-06-22 | 东南大学 | Totally-prefabricated assembling type reinforced concrete floor system |
| CN104929258A (en) * | 2014-03-17 | 2015-09-23 | 张永清 | Industrial energy-saving anti-seismic building wall |
| CN105040879A (en) * | 2015-07-27 | 2015-11-11 | 天津市金万方钢结构有限公司 | Regular-hexagon honeycomb grid floor structure and method for manufacturing same |
| CN105133767A (en) * | 2015-07-27 | 2015-12-09 | 天津市金万方钢结构有限公司 | Manufacturing method for regular hexagonal honeycomb latticed steel hollow floor frame box type structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101270595B (en) | 2010-04-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101748903B (en) | Structural system of industrial low storied dwelling | |
| CN101845852B (en) | Light steel and light concrete structural system and construction method thereof | |
| CN201695515U (en) | Light-steel light-concrete structural system | |
| CN206467770U (en) | A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system | |
| CN201661103U (en) | Lightweight thermal insulation environment-friendly earthquake-proof house | |
| CN101270595B (en) | Assembled honeycombed sheet light empty stomach building and roof structure system | |
| CN202273317U (en) | Detachable single-layer lightweight steel construction movable house | |
| CN213449034U (en) | Assembled light composite function outer wall enclosure system | |
| CN201377123Y (en) | Enclosed large space tension steel-cable-membrane structure building | |
| CN102839827B (en) | Assembled type overall light-steel building | |
| CN211114446U (en) | 360-degree sliding vertical serging support | |
| CN205637139U (en) | Support flat push formula multicavity steel pipe -concrete composite post braced frame system | |
| CN2665256Y (en) | Steel reinforced concrete laced beam and multi-ribbed double grid beam arrangement | |
| CN101555705B (en) | Close type large space tensioning steel-cable-membrane building | |
| CN203546908U (en) | Assembly type building wall beam stable connection structure | |
| CN201411778Y (en) | Enclosed type large-space tensioned steel-rope-membrane building | |
| CN201695517U (en) | Enclosed building structure including steel frames and steel cables | |
| CN207794407U (en) | A kind of composite floor system system based on beams of concrete and light gauge cold-formed steel shape beam | |
| CN2307857Y (en) | Light roof boarding using channel-section steel for frame | |
| CN103498512A (en) | Stable connecting structure of prefabricated building wall beam | |
| CN214942942U (en) | Novel steel skeleton-bamboo board combined wall | |
| CN202767234U (en) | Assembly type integral light steel building | |
| CN203008218U (en) | Combined house light wallboard | |
| CN204703527U (en) | The plane hoisting structure of the complete prefabricated wire mesh frame sandwich wallboard of a kind of assembling | |
| CN216840136U (en) | Composite light concrete multi-ribbed sandwich floor slab for movable board house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| 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: 20100421 Termination date: 20210516 |