CN1632252A - Light steel sealed column framework construction system - Google Patents
Light steel sealed column framework construction system Download PDFInfo
- Publication number
- CN1632252A CN1632252A CN 200510002245 CN200510002245A CN1632252A CN 1632252 A CN1632252 A CN 1632252A CN 200510002245 CN200510002245 CN 200510002245 CN 200510002245 A CN200510002245 A CN 200510002245A CN 1632252 A CN1632252 A CN 1632252A
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- Prior art keywords
- light steel
- light
- frame
- wall
- column
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 57
- 239000010959 steel Substances 0.000 title claims abstract description 57
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 238000009415 formwork Methods 0.000 claims description 10
- 239000004567 concrete Substances 0.000 claims description 8
- 238000009408 flooring Methods 0.000 claims description 7
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims description 5
- 244000046052 Phaseolus vulgaris Species 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 3
- 241000132536 Cirsium Species 0.000 claims description 2
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 claims description 2
- 239000004568 cement Substances 0.000 claims description 2
- 239000011093 chipboard Substances 0.000 claims description 2
- 239000011521 glass Substances 0.000 claims description 2
- 229910052749 magnesium Inorganic materials 0.000 claims description 2
- 239000011777 magnesium Substances 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 238000000465 moulding Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract 3
- 230000035939 shock Effects 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 4
- 238000005553 drilling Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010923 batch production Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a light steel sealed column framework construction system which is composed of light steel framework load bearing system, a building roof system and an inside and outside maintenance structure system. It is characterized in that the framework load bearing system is composed of light steel frame column; the building roof system is composed of a disassembling-free moulding board aligned with the top surface of the framework beam and the reinforced concrete poured on the disassembling-free moulding board, and also can adopt prefabricated light floor; the roof system is composed of a light thermal water proof plate fixed on the framework beam or light steel purlin; the outside wall maintenance structure system is composed of a wall beam-light board fixed on the framework column; the inside wall maintenance structure system is composed of light board or light steel keel thin plate. The invention has the advantage of light weight, good shock resistance, high industrialization extent, simple and clear in structure drive, reliable and mature in calculation and short in construction cycle, and can be broadly adapted for various small high layer buildings and especially adapted for industrialization domestic architecture.
Description
Technical field
The present invention relates to a kind of building system, particularly the ready-package industrialized building system that constitutes about a kind of light steel sealed column framework and Light trabs.
Background technology
Existing steel building system generally is divided into several forms such as pure frame system, frame supported system, core tube peripheral frame system.These steel building systems generally have advantages such as the space is relatively large, separate flexibly in the space, dead load is lighter.But also have some problems: 1. the structural element cross section is relatively large, influences spatial altitude and indoor impression.2. node connects normal welding or the bolt weldering mixed form of adopting, and the site work amount is big, and the duration is longer relatively, is unfavorable for industrialization of construction industry truly.3. enclosed structure adopts traditional material or lightweight bulk, and the situ wet operation is many, and what be unfavorable for realizing building is integrated.4. because of the frame column net is big, the floor structure deadweight is relatively large, has strengthened the burden of frame beam column.5. cost is far above brick-and-concrete buildings, and a little more than similar reinforced concrete structure building, influence is promoted.
Summary of the invention
At the problems referred to above, the object of the present invention is to provide a kind of primary structure member and safeguard the whole batch production making of wallboard, weld job is exempted from the scene, from heavy and light, the space is separated flexible relatively, and the industrialization degree height adapts to architectural industrialization and integrated, construction speed is fast, the light steel sealed column framework construction system that cost is low.
For achieving the above object, technical scheme of the present invention is achieved in that a kind of light steel sealed column framework construction system, and it is made up of light steel frame load-carrying members system, building roof system, interior exterior wall enclosed structure system.It is characterized in that: described light steel frame load bearing system is made of the light steel frame beam column; Described floor system is made of non-dismantling formwork concordant with the Vierendeel girder end face and the steel concrete poured into a mould on non-dismantling formwork; Described Roof system is made of the light thermal-insulation splash guard that is fixed on Vierendeel girder or the light steel purlin bar; Described exterior wall enclosed structure system is made of the wall beam-light plate that is fixed on the frame column; Described interior wall enclosed structure system is made of the light plate or the lightgage steel joist thin plate that are fixed under the Vierendeel girder and on the concrete floor.
Described light steel frame in length and breadth two to a certain to being pure frame system, another is to being the frame supported system.
Described light steel frame post net in frame supported system one to arranging with close cylindricality formula.
Described light steel frame node all adopts the high-strength bolt auxiliary connection to connect, and wherein pure frame system bean column node adopts the end plate type of attachment, and support body framework binder post node adopts the otic placode type of attachment.
Described light steel frame can be taked to take out the post way at top layer and form top layer portal-rigid frames form, thereby make space enlargement.
Described light steel frame beam column can adopt standard steel section or non-standard section steel manufactures such as cold roll forming, welded H section steel such as rectangular steel pipe, H shaped steel, i iron.
Described flooring, its non-dismantling formwork adopts thin plates such as cement-bonded wood chipboard or veneer, by being fixed on the shape of a saddle member supports on the Vierendeel girder and fixing; The steel mesh reinforcement of flooring steel concrete is in the factory process moulding, also processing and fabricating at the scene.
Described roofing, when top layer adopted the portal-rigid frames form, for the purlin system is arranged, purlin was fixed by bolts on the junction plate (purlin holder) that is welded on the beam; When top layer is the frame form,, also can be that the purlin system is arranged for no purlin system.Roof panel is fixed on light steel purlin bar or the Vierendeel girder with bolt or self-drilling screw.Roof panel can be light thermal-insulation splash guard or composite sandwich panel.
Described external wall system is wall beam-light plate form, and wall beam is fixed by bolts on the junction plate (corbel) that is welded on the frame column, and light lath or composite sandwich panel are fixed on the wall beam with bolt or self-drilling screw.
Wall system in described when adopting light lath or composite sandwich panel to do body of wall, is no grid system, and wallboard adopts inserting mode to be fixed in the U type card that defaults under the beam and on the floor; When thin plates such as adopting Thistle board, pressure cement board, glass magnesium plate is done body of wall, be grid system, it is constructed with lightgage steel joist Paper-faced gyp board wall.
The advantage of the technical scheme that the present invention takes is: 1. industrialization degree height: it is individual workship's mode of production of pattern with handwork that light steel sealed column framework construction system has fundamentally changed the traditional architecture industry, thoroughly realized the industrialization that house component is produced, made the house become the product that a kind of batch production is produced.2. meet the architectural industrialization policy: all the house component goods except that foundation and flooring concrete, all in plant produced, assembled on site has realized the industrialization of building construction.3. the construction period is short: general on-the-spot installation period is 15d～45d.4. the wet trade amount is few: except that flooring, almost do not have wet trade.5. from heavy and light, favourable antidetonation: the house deadweight is about about 1/4 of traditional architecture deadweight.6. inside and outside impression is good: all beams, post and equipment pipe do not expose.7. energy-conserving and environment-protective: energy-efficient performance satisfies the requirement of existing relevant building energy-saving standard, and tear down and build in the strange land as required.8. cost performance height: cost and brick-and-concrete buildings are suitable.9. wide adaptability, favourable sustainable development: the present invention has realized building a house without brick, is the novel building system of desirable replacement brick-and-concrete buildings system, can be used for low layer, multilayer and highrise building.Be specially adapted to the following all kinds of buildings of little high level, especially be fit to the industrialization housing construction.
Description of drawings
Fig. 1 is a structural configuration floor map of the present invention
Fig. 2 is that the present invention's vertical (horizontal stroke) is to the pure frame structure schematic diagram
Fig. 3 is that horizontal stroke of the present invention (indulging) is to the frame support structure schematic diagram
Fig. 4 is that top layer of the present invention is taken out the top layer portal frame structure schematic diagram that forms behind the post
Fig. 5 is a floor structure organigram of the present invention
Fig. 6 is that the present invention has purlin roof structure organigram
Fig. 7 is the two wallboard wall organigrams of the present invention
Fig. 8 is wall beam of the present invention-single wallboard external wall structure schematic diagram
Fig. 9 is that the present invention does not have keel interior wall organigram
The specific embodiment
As shown in Figure 1, structural system of the present invention is to form to frame support structure 2 to pure frame structure 1 and another by one.
As shown in Figure 2, the structural system formed by frame beam column of pure frame structure 1.Its bean column node 4 is stationary nodes of end plate bolt.
As shown in Figure 3, Figure 4, frame support structure 2 supports 3 structural systems of forming jointly by frame beam column and intercolumniation.Its bean column node 5 is hinged joints of otic placode bolt.
As shown in Figure 4, when top layer is taken out post, promptly form top layer portal frame structure form.Portal-rigid frames cant beam 6 splices node with the connected node of frame column and the ridge of portal-rigid frames cant beam 6, all adopts the stationary nodes form of end plate bolt.
As shown in Figure 5, floor system of the present invention is made up of non-dismantling formwork 9 and reinforced concrete floor 10.Non-dismantling formwork 9, by being fixed on shape of a saddle supporting member 8 supports on the Vierendeel girder 7 and fixing, reinforced concrete floor 10 is cast on the non-dismantling formwork 9, forms whole flooring.Shape of a saddle supporting member 8 is provided with at interval according to the mechanical property of non-dismantling formwork 9, on the general every template no more than three.Certainly, it also is feasible adopting the precast plate flooring.
As shown in Figure 6, of the present inventionly form by purlin 11 and light roof board 12 by the purlin Roof system.Light roof board 12 usefulness bolts or self-drilling screw are fixed on the light steel purlin bar 11, and light steel purlin bar 11 is fixed by bolts to and is welded in portal-rigid frames cant beam 6 or top-level boxes and sets a roof beam in place on the junction plate on 7.When adopting no purlin Roof system, light roof board 12 usefulness bolts or self-drilling screw directly are fixed on top-level boxes and set a roof beam in place on 7.
As shown in Figure 7, double wall board wall body structure of the present invention is to implement like this: Light trabs 15 is fixed on the both sides that are connected in the light steel wall beam 14 on the frame column 13, forms the doubling plate wall structure of band air space.Double-deck wallboard wall can be used as exterior wall, also can be used as interior wall.In its air space, filling with light material as required.
As shown in Figure 8, lamina exterior wall of the present invention is Light trabs 15 to be fixed on the outside that is connected in the light steel wall beam 14 on the frame column 13 implement.
As shown in Figure 9, no keel interior wall is Light trabs 15 to be plugged in the U type card that is fixed on Vierendeel girder 7 and the floor plate 10 form.
Claims (9)
1, a kind of light steel sealed column framework construction system, it is made up of light steel frame load-carrying members system, building roof system, interior exterior wall enclosed structure system, and it is characterized in that: described light steel frame load bearing system is made of the light steel frame beam column; Described floor system is made of non-dismantling formwork concordant with the Vierendeel girder end face and the steel concrete poured into a mould on non-dismantling formwork; Described Roof system is made of the light thermal-insulation splash guard that is fixed on Vierendeel girder or the light steel purlin bar; Described exterior wall enclosed structure system is made of the wall beam-light plate that is fixed on the frame column; Described interior wall enclosed structure system is made of light plate or lightgage steel joist thin plate.
2, light steel frame bearing structural system as claimed in claim 1 is characterized in that: described light steel frame in length and breadth two to a certain to for pure frame system, another is to being the frame supported system.
3, light steel frame bearing structural system as claimed in claim 1 or 2 is characterized in that: described light steel frame post net in frame supported system one to arranging with close cylindricality formula.
4, as claim 1 or 2 or 3 described light steel frame bearing structural systems, it is characterized in that: described light steel frame node all adopts the high-strength bolt auxiliary connection to connect.Its pure frame structure bean column node is the end plate type of attachment, and the frame support structure bean column node is an otic placode bolt form.
5, as claim 1 or 2 or 3 or 4 described light steel frame bearing systems, it is characterized in that: described light steel frame forms top layer portal-rigid frames form when top layer is taken out post.
6, light steel sealed column framework construction system as claimed in claim 1 is characterized in that: described flooring, its non-dismantling formwork adopts thin plates such as cement-bonded wood chipboard or veneer, by being fixed on the shape of a saddle member supports on the Vierendeel girder and fixing.
7, light steel sealed column framework construction system as claimed in claim 1 is characterized in that: described roofing, when top layer is the portal-rigid frames form, for the purlin system is arranged; When top layer is the frame form,, also can be that the purlin system is arranged for no purlin system.
8, light steel sealed column framework construction system as claimed in claim 1 is characterized in that: described external wall system is wall beam-light plate form.The structure of exterior wall can be single wallboard form, also can be two wallboard forms.
9, light steel sealed column framework construction system as claimed in claim 1, it is characterized in that: wall system in described, when adopting light lath or composite sandwich panel to do body of wall, be no grid system, wallboard adopts inserting mode to be fixed in the U type card that defaults under the beam and on the floor; When adopting thin plates such as Thistle board, pressure cement board, glass magnesium plate to do body of wall, be grid system, it is constructed with lightgage steel joist Paper-faced gyp board wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510002245 CN1632252B (en) | 2005-01-18 | 2005-01-18 | Light steel sealed column framework construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510002245 CN1632252B (en) | 2005-01-18 | 2005-01-18 | Light steel sealed column framework construction system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1632252A true CN1632252A (en) | 2005-06-29 |
| CN1632252B CN1632252B (en) | 2010-12-01 |
Family
ID=34852944
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510002245 Expired - Fee Related CN1632252B (en) | 2005-01-18 | 2005-01-18 | Light steel sealed column framework construction system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1632252B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104619932A (en) * | 2012-08-09 | 2015-05-13 | 蓝野建筑北美有限公司 | Wall system with vapor barrier securement |
| CN105317110A (en) * | 2015-11-06 | 2016-02-10 | 中建钢构有限公司 | Integrated assembly type steel structure building |
| CN105804271A (en) * | 2016-04-29 | 2016-07-27 | 云南建工钢结构有限公司 | Self-assembly type residential light combined supporting frame capable of being industrially produced |
| CN107447919A (en) * | 2016-06-01 | 2017-12-08 | 李殿义 | Cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure |
| CN107893475A (en) * | 2017-12-23 | 2018-04-10 | 广东象博生态科技有限公司 | A kind of low layer light section steel structure assembled-type house |
| CN110924724A (en) * | 2019-11-07 | 2020-03-27 | 上海大学 | Frame structure system based on closely-arranged columns |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5048257A (en) * | 1987-10-06 | 1991-09-17 | Luedtke Charles W | Construction system for detention structures and multiple story buildings |
| CN1048784C (en) * | 1993-04-08 | 2000-01-26 | 李鑫全 | Composition frame parts for building |
| KR100431761B1 (en) * | 2001-09-27 | 2004-05-17 | 강종근 | Frame structure for vinyl house |
| CN1186505C (en) * | 2003-01-30 | 2005-01-26 | 董佩义 | Light steel assembling house system |
-
2005
- 2005-01-18 CN CN 200510002245 patent/CN1632252B/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104619932A (en) * | 2012-08-09 | 2015-05-13 | 蓝野建筑北美有限公司 | Wall system with vapor barrier securement |
| CN104619932B (en) * | 2012-08-09 | 2015-12-02 | 蓝野建筑北美有限公司 | There is the wall system of vapour barrier protection |
| CN105317110A (en) * | 2015-11-06 | 2016-02-10 | 中建钢构有限公司 | Integrated assembly type steel structure building |
| CN105804271A (en) * | 2016-04-29 | 2016-07-27 | 云南建工钢结构有限公司 | Self-assembly type residential light combined supporting frame capable of being industrially produced |
| CN107447919A (en) * | 2016-06-01 | 2017-12-08 | 李殿义 | Cellular material herringbone beam sequential structure and its formation without purlin girder roof truss structure |
| CN107893475A (en) * | 2017-12-23 | 2018-04-10 | 广东象博生态科技有限公司 | A kind of low layer light section steel structure assembled-type house |
| CN110924724A (en) * | 2019-11-07 | 2020-03-27 | 上海大学 | Frame structure system based on closely-arranged columns |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1632252B (en) | 2010-12-01 |
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Granted publication date: 20101201 |