CN203856132U - Cold-formed thin-walled arch-shaped roof truss for buildings - Google Patents
Cold-formed thin-walled arch-shaped roof truss for buildings Download PDFInfo
- Publication number
- CN203856132U CN203856132U CN201420128873.6U CN201420128873U CN203856132U CN 203856132 U CN203856132 U CN 203856132U CN 201420128873 U CN201420128873 U CN 201420128873U CN 203856132 U CN203856132 U CN 203856132U
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- Prior art keywords
- roof truss
- chord member
- lower chord
- upper chord
- chord
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- Expired - Lifetime
Links
- 238000005452 bending Methods 0.000 claims description 15
- 239000003351 stiffener Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 abstract description 20
- 239000010959 steel Substances 0.000 abstract description 20
- 238000010276 construction Methods 0.000 description 16
- 230000008901 benefit Effects 0.000 description 5
- 238000011161 development Methods 0.000 description 5
- 230000018109 developmental process Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 239000004566 building material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a cold-formed thin-walled arch-shaped roof truss for buildings, and relates to a structure of a house roof truss. The cold-formed thin-walled arch-shaped roof truss comprises a first roof truss, a second roof truss and a stiffening plate, wherein the first roof truss comprises an upper chord member, a lower chord member, end web members and multiple middle web members, a similarly-equilateral triangle is formed between two adjacent middle web members, the included angle between each middle web member and the lower chord member is 45-70 degrees, the end web members are located at the two ends of the upper chord member and the lower chord member and are connected with the upper chord member and the lower chord member, each middle web member is located between the upper chord member and the lower chord member and is connected with the upper chord member and the lower chord member, the included angle between the upper chord member and the horizontal plane is 30-60 degrees, the included angle between the lower chord member and the horizontal plane is 15-45 degrees, and the included angle between the upper chord member and the lower chord member is 6-20 degrees. The cold-formed thin-walled arch-shaped roof truss disclosed by the utility model has the good flexural behavior and lateral force resistance, enlarges the application space of buildings, can meet the individual requirements of customers and further enlarges the application range of cold-formed thin-walled steel.
Description
Technical field
The utility model belongs to light steel structure house house field, is specifically related to the structure of a kind of house roof truss, says more specifically a kind of cold bending thin wall arched roof truss for building.
Background technology
Housing construction style and form of structure vary, and with regard to the structural system of house roof truss, just have several main form of structure such as reinforced concrete structure, wooden construction and steel work.
The house roof truss of reinforced concrete structure comprises two kinds of cast-in-situ floor and precast floor slabs, although cast-in-situ floor water proofing property is tight, and long construction period, cost is high, constructs loaded down with trivial details, also needs place.Although precast floor slab is than cast-in-situ floor short construction period, anti seismic efficiency is poor, and a little less than water proofing property, and flooring can be smooth not.
Wooden construction floor is also referred to as slab column system; timber buildings is with a long history in China; due to a variety of causes; well developed after the founding of the state; Modern Wood Construction is with its unique performance; have vast potential for future development in China, but be that some Modern Wood Constructions have the problems such as the poor and vibration of floor of sound insulation of wall is large undeniablely, China has also proposed restriction to timber and has made for strengthening the protection to National Environmental recently.
Steel house is firm durable because having, building rapidly, the feature of space flexible arrangement, therefore steel house has become the important trend of housing construction and structural development, constantly perfect along with the development in China Real Estate market and building level, in addition the propelling of domestic all kinds of industry internationalization processes, steel house development has at home been trend of the times.
Along with the rapid growth of China's output of steel, and the development of building material and application, the light gauge cold-formed steel shape structure dwelling house system that meets above-mentioned requirements progressively grows up and has caused widely and pays close attention to.
In light gauge cold-formed steel shape structure dwelling house system, cold bending thin wall type roof truss is in order to improve the mechanical performance (as intensity, bending resistance and torsional property etc.) of himself, prior art is achieved by the following technical solution: existing house roof truss comprises the first roof truss and the second roof truss, between the first roof truss and the second roof truss, entirety is inverted v-shaped, between the first roof truss low side and the second roof truss low side, is connected with crossbeam.Because above-mentioned prior art structure is more complicated, can not meet part client's individual demand, and prior art uses the condition restriction that is subject to operating mode scene, for construction brings inconvenience, be therefore necessary to improve.
Summary of the invention
The purpose of this utility model is the weak point in order to overcome background technology, and a kind of cold bending thin wall arched roof truss for building is provided.
To achieve these goals, the technical solution of the utility model is: cold bending thin wall arched roof truss for building, comprise the first roof truss, and the second roof truss that is connected with the first roof truss upper end and is arranged symmetrically with the first roof truss, it is characterized in that: the both sides, junction of described the first roof truss and the second roof truss are connected with stiffener, described the first roof truss comprises upper chord, lower chord, end web member and multiple middle web member, between adjacent two middle web members, form similar equilateral triangle, angle between middle web member and lower chord is 45～70 °, described end web member is positioned at upper chord with lower chord two ends and is connected upper chord and lower chord, described middle web member is between upper chord and lower chord and connect upper chord and lower chord, angle between described upper chord and horizontal plane is 30～60 °, angle between lower chord and horizontal plane is 15～45 °, angle between upper chord and lower chord is 6～20 °.
Upper chord 5, lower chord 6, end web member 7 and middle web member 8 are cold bending thin wall C-shaped steel component, and the wall thickness of C Steel section member is preferably 0.65～0.75mm.
Between adjacent two Pin roof trusses, carry out fastening (upper chord is connected with upper chord, and lower chord is connected with lower chord) every 600～1200mm with C Steel section member, to prevent that roof truss is unbalance and so that roof building material is installed.
Cold bending thin wall arched roof truss for building described in the utility model adopts cold bending thin wall C-shaped steel component as basic component, and it has the incomparable advantage of other building types in structure aspects:
1.: be conducive to industrialization, industrialization production.The utility model by cold bending thin wall C formed steel construction prefabricated units for building (frame sheet, net sheet etc.) and match with it safeguard what wallboard, door, window, partition etc. formed, therefore met industrialization sizing and produced, the feature of on-site consolidation.
2.: green building, energy saving building.The environmental disruption of the utility model the utility model and pollution are few, and easily, material is recyclable high with regeneration rate for reconstruction and removal.Therefore, the utility model has reached the requirement of green building, adopts the light material of its supporting technology simultaneously, more meets the requirement of energy saving building.
3.: the utilization rate that improves space.Because the utility model has adopted light roof and wall body structure, and the utility model braced structures (cold bending thin wall C shaped steel) intensity is high, and materials are economized, small, so from heavy and light.Therefore while doing support system with steel work, can build the standard width of a room in an old-style house, depth is larger, the house of the indoor flexible isolation of not establishing post of house type meets the requirement of architectural plane function; The space availability ratio that can improve house simultaneously, is suitable for the transformation of the vertical interlayer of house, local staggered floor.And the cross section of required member is little, the architectural space utilization rate under identical building area increases 5-8%.
4.: the utility model, by the connection of tapping screw between rod member, can be manufactured various shapes, therefore, make design advanced more flexibly, it can complete its building function and art of building feature according to designer's wish.
5.: because the utility model is lightweight, volume is little, and steel work itself has good ductility, the situation analysis that therefore antidetonation of its steel house is destroyed, and this type of structural construction is obviously better than brick mix structure and reinforced concrete frame structure.
6.: reduce foundation cost.Because the utility model deadweight is lighter, therefore its foundation load also reduces accordingly, therefore reduce difficulty of construction and the cost of Foundation Design.
7.: short construction period, the returns of investment of raising fund, job site civilization.Except foundation construction, member is all produced by professional factory normalization, speed of application is fast, construction period shortens half than traditional architecture, each parts transport Assembling to, job site civilization situ wet operation is few, noise dust and building waste are also few, meet the requirement of environmental protection, construction operation is subject to weather and seasonal effect less (winter can at produce in factory steel member), and can make produce in factory and parallel the carrying out of on-the-spot installation, even some standardized dwelling house systems, can order goods at any time, build at any time, shortening production cycle and the occupation of capital time greatly.
8.: comprehensive benefit index is high.The direct cost of the utility model is a little more than about 5% left and right of concrete structure.But its economic benefit, social benefit are high, and in today of program of real estate enterprise keen competition, it is the concentrated reflection of program of real estate enterprise comprehensive strength, for improving enterprise product brand, all larger impacts of the social popularity that improves enterprise.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
1-the first roof truss in figure, 2-the second roof truss, 3-stiffener, the junction of 4-the first roof truss and the second roof truss, 5-upper chord, 6-lower chord, 7-holds web member, web member in 8-.
Detailed description of the invention
Describe performance of the present utility model in detail below in conjunction with accompanying drawing, but they do not form to restriction of the present utility model, only for example.Make advantage of the present utility model more know and easily understand by explanation simultaneously.
Consult accompanying drawing known: cold bending thin wall arched roof truss for building, comprise the first roof truss 1, and the second roof truss 2 that is connected with the first roof truss 1 upper end and is arranged symmetrically with the first roof truss.4 both sides, junction of the first roof truss 1 and the second roof truss 2 are connected with stiffener 3.Stiffener 3 is advisable with steel plate, and thickness is at least 1.2mm, and total length is not less than 2mm.
The utility model comprises two upper chords 5, two lower chords 6, some middle web members 8, and some end web members 7.Described upper chord 5 and lower chord 6 must be according to the strict controlling dimensions of actual requirement of engineering, and end web member 7 is for sealing upper chord 5 and lower chord 6.Angle between middle web member 8 and lower chord 6 is 45～70 °, and described end web member 7 is positioned at upper chord 5 with lower chord 6 two ends and is connected upper chord 5 and lower chord 6, and middle web member 8 is between upper chord 5 and lower chord 6 and connect upper chord 5 and lower chord 6.
Show through test of many times, angle between upper chord 5 and horizontal plane is 30～60 °, angle between lower chord 6 and horizontal plane is 15～45 °, when angle between upper chord 5 and lower chord 6 is 6～20 °, cost of the present utility model is lower, can prevent that roof truss is unbalance, at roofing, constructional materials is installed more convenient.。Upper chord 5, lower chord 6, end web member 7 and middle web member 8 are cold bending thin wall C-shaped steel component, and the wall thickness of C Steel section member is preferably 0.65～0.75mm.
There are two V-type grooves (not marking in figure) at the three equal parts place of middle web member 8, the rigidity of structure of web member 8 during V-type groove can increase.
When need to connect in upper chord 5, lower chord 6, end web member 7 and middle web member 8 two parts time, adopt tapping screw to connect.
In practical work process, between adjacent two Pin roof trusses, carry out fastening (upper chord is connected with upper chord, and lower chord is connected with lower chord) every 600～1200mm with C Steel section member, to prevent that roof truss is unbalance and so that roof building material is installed.
Described cold bending thin wall arched roof truss Nodes for building adds steel plate reinforcement, is connected need self-drilling connection between its reinforcement and truss, makes truss and shrouding be linked to be an effectively entirety by self-drilling connection.
Other unaccounted part all belongs to prior art.
Claims (1)
1. cold bending thin wall arched roof truss for building, comprise the first roof truss (1), and the second roof truss (2) that is connected with the first roof truss (1) upper end and is arranged symmetrically with the first roof truss (1), it is characterized in that: described the first roof truss (1) is connected with stiffener (3) with the both sides, junction (4) of the second roof truss (2)
Described the first roof truss (1) comprises upper chord (5), lower chord (6), end web member (7) and multiple middle web member (8), between adjacent two middle web members (8), form similar equilateral triangle, angle between middle web member (8) and lower chord (6) is 45～70 °, described end web member (7) is positioned at upper chord (5) with lower chord (6) two ends and is connected upper chord (5) and lower chord (6), described middle web member (8) is positioned between upper chord (5) and lower chord (6) and connects upper chord (5) and lower chord (6),
Angle between described upper chord (5) and horizontal plane is 30～60 °, and the angle between lower chord (6) and horizontal plane is 15～45 °, and the angle between upper chord (5) and lower chord (6) is 6～20 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420128873.6U CN203856132U (en) | 2014-03-20 | 2014-03-20 | Cold-formed thin-walled arch-shaped roof truss for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420128873.6U CN203856132U (en) | 2014-03-20 | 2014-03-20 | Cold-formed thin-walled arch-shaped roof truss for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203856132U true CN203856132U (en) | 2014-10-01 |
Family
ID=51605994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420128873.6U Expired - Lifetime CN203856132U (en) | 2014-03-20 | 2014-03-20 | Cold-formed thin-walled arch-shaped roof truss for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203856132U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930571A (en) * | 2017-01-25 | 2017-07-07 | 北京城建二建设工程有限公司 | A kind of assembled stereoscopic structure plant and its construction method |
| CN109577488A (en) * | 2018-12-26 | 2019-04-05 | 中建集成房屋有限公司 | A kind of quickly dismantled house and its installation method |
-
2014
- 2014-03-20 CN CN201420128873.6U patent/CN203856132U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930571A (en) * | 2017-01-25 | 2017-07-07 | 北京城建二建设工程有限公司 | A kind of assembled stereoscopic structure plant and its construction method |
| CN106930571B (en) * | 2017-01-25 | 2023-03-07 | 北京城建二建设工程有限公司 | Assembled three-dimensional structure farm and construction method thereof |
| CN109577488A (en) * | 2018-12-26 | 2019-04-05 | 中建集成房屋有限公司 | A kind of quickly dismantled house and its installation method |
| CN109577488B (en) * | 2018-12-26 | 2024-01-26 | 中建集成房屋有限公司 | Quick detachable house and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 304, Wuhan, Hubei, East Lake hi tech Development Zone, Optics Valley Avenue International Business Center three, tripod Building A, room 430070, Wuhan Patentee after: WUHAN MAITE GREEN BUILDING TECHNOLOGY CO.,LTD. Address before: 430056 Hubei Chutian digital TV building, 18 Shenlong Road, Wuhan economic and Technological Development Zone, Hubei, Wuhan, 8F Patentee before: WUHAN LIANCHUANG MET BUILDING INTEGRATION CO.,LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141001 |