CN201972417U - Lightweight wood structure roof system - Google Patents
Lightweight wood structure roof system Download PDFInfo
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- CN201972417U CN201972417U CN2011200010039U CN201120001003U CN201972417U CN 201972417 U CN201972417 U CN 201972417U CN 2011200010039 U CN2011200010039 U CN 2011200010039U CN 201120001003 U CN201120001003 U CN 201120001003U CN 201972417 U CN201972417 U CN 201972417U
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- 239000002023 wood Substances 0.000 title claims abstract description 21
- 239000002184 metal Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 7
- 238000005260 corrosion Methods 0.000 abstract description 5
- 241000771208 Buchanania arborescens Species 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 238000009413 insulation Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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Abstract
本实用新型公开了一种轻型木结构屋架体系,包括木屋架、支撑体系、木基结构板、木质山墙、木质女儿墙和防腐木,支撑体系与木屋架相连为其提供支撑力,木基结构板覆于木结构屋架上,木质山墙与木屋架相连且布置于房屋纵向两端,木质女儿墙与木屋架相连且布置于房屋横向两端,木质女儿墙底部与防腐木连接。本实用新型的体系吊装及现场定位安装简便、迅速,不需大型机械设备,施工周期短,减少对小区居民的打扰。本实用新型采用木质女儿墙代替需新浇筑的浇筑混凝土卧梁,消除湿作用施工对原有住户的影响。
The utility model discloses a light wood structure roof truss system, which comprises a wooden roof truss, a supporting system, a wooden base structural board, a wooden gable, a wooden parapet and anti-corrosion wood. The supporting system is connected with the wooden roof truss to provide support for it. The board is covered on the wooden roof truss, the wooden gable is connected with the wooden roof truss and arranged at both longitudinal ends of the house, the wooden parapet is connected with the wooden roof truss and arranged at the horizontal ends of the house, and the bottom of the wooden parapet is connected with the anti-corrosion wood. The system hoisting and on-site positioning installation of the utility model is simple and fast, does not require large-scale mechanical equipment, has a short construction period, and reduces disturbance to residents of the community. The utility model adopts the wooden parapet to replace the poured concrete horizontal beam that needs to be newly poured, and eliminates the influence of wet construction on the original residents.
Description
技术领域technical field
本实用新型属于土木工程技术领域,具体涉及一种轻型木结构屋架体系。The utility model belongs to the technical field of civil engineering, in particular to a light wooden structure roof truss system.
背景技术Background technique
由于“平改坡”是在不改变原有建筑主体结构及基础的情况下将平屋面改为坡屋面的改造工程,因此坡屋顶需要采用重量轻的材料,以基本不改变原屋面承受的荷载大小。轻型钢结构屋架以其重量轻、安装施工方便等优点,成为目前“平改坡”工程的普遍做法。而且现有的轻钢结构屋面在节能、保温、隔热、隔音及抗震性能方面均不甚理想。Since "flat to slope" is a renovation project that changes the flat roof to a slope roof without changing the main structure and foundation of the original building, the slope roof needs to be made of light weight materials so as not to change the load on the original roof size. Light-weight steel structure roof trusses have become a common practice in current "leveling to slope" projects due to their advantages of light weight and convenient installation and construction. And the existing light-steel structure roof is all unsatisfactory in terms of energy saving, thermal insulation, heat insulation, sound insulation and anti-seismic performance.
实用新型内容Utility model content
本实用新型的目的在于提供一种轻型木结构屋架体系,适合于“平改坡”工程,且成本低、适用性强。The purpose of the utility model is to provide a light-weight wooden structure roof truss system, which is suitable for the "slope conversion" project, and has low cost and strong applicability.
为达到以上目的,本实用新型的解决方案是:For achieving above object, the solution of the present utility model is:
一种轻型木结构屋架体系,包括木屋架、支撑体系、木基结构板、木质山墙、木质女儿墙和防腐木,支撑体系与木屋架相连为其提供支撑力,木基结构板覆于木屋架上,木质山墙与木屋架相连且布置于房屋纵向两端,木质女儿墙与木屋架相连且布置于房屋横向两端,木质女儿墙、木质山墙底部与防腐木连接。A light-weight wooden structure roof truss system, including wooden roof trusses, support systems, wooden-based structural panels, wooden gables, wooden parapets and anti-corrosion wood, the supporting system is connected with wooden roof trusses to provide support, and wooden-based structural panels cover wooden roof trusses Above, the wooden gable is connected to the wooden roof truss and arranged at the longitudinal ends of the house, the wooden parapet is connected to the wooden roof truss and arranged at the horizontal ends of the house, and the wooden parapet and the bottom of the wooden gable are connected to the anti-corrosion wood.
所述木屋架是由规格材通过金属齿板连接而成,其设有上弦杆、下弦杆和腹杆。The wooden roof truss is formed by connecting standard timbers through metal tooth plates, and is provided with upper chords, lower chords and webs.
所述支撑体系包括屋架上弦支撑、屋架下弦支撑和屋架腹杆支撑,分别与木屋架的上弦杆、下弦杆和腹杆相连。The supporting system includes roof truss upper chord support, roof truss lower chord support and roof truss web support, which are respectively connected with the upper chord, lower chord and web of the wooden roof truss.
所述木基结构板沿木屋架的上弦杆与木屋架连接。The wood-based structural board is connected with the wooden roof truss along the upper chord of the wooden roof truss.
所述木质山墙通过支撑体系或木基结构板与木屋架连接。The wooden gable is connected to the wooden roof truss through a support system or a wooden base structural board.
所述木质女儿墙通过金属连接件与木屋架连接。The wooden parapet is connected to the wooden roof truss through metal connectors.
所述防腐木与平屋顶原有圈梁相连。The anticorrosive wood is connected with the original ring beam of the flat roof.
所述木屋架上还设有檩条,檩条与木屋架上弦杆和木质山墙骨架顶部相连。Purlins are also arranged on the wooden roof truss, and the purlins are connected with the upper chords of the wooden roof truss and the top of the wooden gable skeleton.
由于采用了以上技术方案,本实用新型具有以下有益效果:本实用新型的轻型木结构屋架体系的吊装及现场定位安装简便、迅速,不需大型机械设备,可避免混凝土湿作业,施工周期短,减少对小区居民的打扰;木结构建筑的是一种节能型绿色建筑,它的应用满足我国目前对于建筑节能减耗的要求,符合国家的环境可持续发展战略。Due to the adoption of the above technical scheme, the utility model has the following beneficial effects: the hoisting and on-site positioning and installation of the light wood structure roof truss system of the utility model are simple and fast, no large mechanical equipment is required, wet operation of concrete can be avoided, and the construction period is short. Reduce disturbance to the residents of the community; the wooden structure building is an energy-saving green building, and its application meets my country's current requirements for building energy conservation and consumption reduction, and is in line with the country's environmental sustainable development strategy.
附图说明Description of drawings
图1为本实用新型的实施例结构示意图,其中,轻型木屋架间距为610mm。Fig. 1 is a schematic structural diagram of an embodiment of the present invention, wherein the distance between light wooden roof trusses is 610 mm.
图2为本实用新型的实施例结构示意图,其中,轻型木屋架间距为1220mm。Fig. 2 is a schematic structural diagram of an embodiment of the present invention, wherein the distance between light wooden roof trusses is 1220mm.
图3为本实用新型中轻型木屋架与木质女儿墙细部连接示意图。Fig. 3 is a schematic diagram of the connection between light wooden roof trusses and wooden parapet details in the utility model.
图4为本实用新型中防腐木与原有圈梁的连接。Fig. 4 is the connection of anticorrosion wood and original ring beam in the utility model.
具体实施方式Detailed ways
以下结合附图所示实施例对本实用新型作进一步的说明。Below in conjunction with the embodiment shown in the accompanying drawings the utility model is further described.
本实用新型的轻型木结构屋架体系,由轻型木屋架1、支撑体系2、木基结构板3、檩条4、木质山墙5、木质女儿墙6、防腐木7、平屋顶原有圈梁8、金属连接件9及化学螺栓10组成。The light wooden structure roof truss system of the present utility model consists of light wooden roof truss 1, support system 2, wooden base structural board 3, purlin 4, wooden gable wall 5,
轻型木屋架1通常由截面尺寸较小的规格材(40mm×90mm或40mm×140mm)通过金属齿板连接而成。支撑体系2主要包括屋架上弦支撑、屋架下弦支撑和屋架腹杆支撑,三类支撑一般为规格材(40mm×90mm或40mm×140mm),采用普通钢钉分别与轻型木屋架1的上弦杆、下弦杆和腹杆进行连接。木基结构板3覆于轻型木屋架1的上方,与轻型木屋架1沿屋架上弦杆采用普通钢钉进行连接。木质山墙5和木质女儿墙6由截面尺寸较小的规格材(40mm×90mm)采用普通钢钉连接而成形成骨架,再在骨架上采用普通钢钉覆上木基结构板3形成墙体。木质山墙5布置于房屋纵向两端,木质女儿墙6布置于房屋横向两端。其中,木质山墙5通过支撑体系2、木基结构板3和檩条4与轻型木屋架1连接,木质女儿墙6通过金属连接件9与轻型木屋架1连接。The light wooden roof truss 1 is usually formed by connecting standard timbers (40mm×90mm or 40mm×140mm) with smaller cross-sectional dimensions through metal tooth plates. The support system 2 mainly includes the upper chord support of the roof truss, the lower chord support of the roof truss and the web support of the roof truss. The three types of supports are generally standard timber (40mm×90mm or 40mm×140mm), and ordinary steel nails are used to connect with the upper chord and lower chord of the light wooden roof truss 1 respectively. Rods and webs are connected. The wood-based structural board 3 covers the top of the light wooden roof truss 1, and is connected with the light wooden roof truss 1 along the upper chord of the roof truss by common steel nails. The wooden gable wall 5 and the
木质女儿墙6底部的防腐木7通过植入的化学螺栓10与平屋顶原有圈梁8进行连接,从而使整个轻型木屋架体系与原有结构牢固相连。本实用新型中,采用独创的木质女儿墙代替需新浇筑的浇筑混凝土卧梁,消除湿作用施工对原 有住户的影响,将带来良好的社会效益。The
组合木楼盖所采用的主要材料为:规格材、木基结构板(国产结构板)、化学螺栓、普通钢钉、特制金属连接件。The main materials used in the combined wooden floor are: standard timber, wood-based structural panels (domestic structural panels), chemical bolts, ordinary steel nails, and special metal connectors.
具体建造方式为:以原有房屋平屋顶作为工作面,首先在原有房屋圈梁上预先植入化学螺栓,间距可取为610mm,接着将木质女儿墙6通过底部的防腐木7固定于平屋顶原有圈梁8之上,然后将预先设计好的轻型木屋架1和木质山墙5骨架进行人工定位与固定(屋架间距可为1220mm或610mm),间距为1220mm时,需设置檩条4,檩条4与屋架上弦杆和山墙骨架顶部构件采用普通钢钉进行连接,同时架设支撑体系2,最后在屋架顶面和木质山墙外侧铺设木基结构板3,最终形成轻型木结构屋架体系。The specific construction method is as follows: using the flat roof of the original house as the working surface, first implant chemical bolts on the ring beam of the original house, and the spacing can be 610 mm, and then fix the
本实用新型与轻钢结构屋面系统相比,具有优于钢结构的节能、保温、隔热、隔音及抗震性能。轻型木结构屋架体系能提供有效坚固的木结构系统,满足各种形状特殊的结构体系,消除施工对原有住户的影响,其拥有钢结构无法比拟的诸多优点。Compared with the light steel structure roof system, the utility model has energy saving, heat preservation, heat insulation, sound insulation and shock resistance performance superior to the steel structure. The light wood structure roof truss system can provide an effective and strong wood structure system to meet various structural systems with special shapes, and eliminate the impact of construction on the original residents. It has many advantages that steel structures cannot match.
综上所述,在“平改坡”工程中,采用轻型木结构屋架体系能在经济、技术、社会效益等多方面产生良好效果。To sum up, in the "leveling to slope" project, the use of light wood structure roof truss system can produce good effects in many aspects such as economy, technology and social benefits.
上述的对实施例的描述是为便于该技术领域的普通技术人员能理解和应用本实用新型。熟悉本领域技术的人员显然可以容易地对该装置做出各种修改,并把在此说明的一般原理应用到其他实施例中而不必经过创造性的劳动。因此,本实用新型不限于这里的说明例,本领域技术人员根据本实用新型的揭示,对于本实用新型做出的改进和修改都应该在本实用新型的保护范围之内。The above description of the embodiments is for those of ordinary skill in the technical field to understand and apply the utility model. It will be apparent to those skilled in the art that various modifications to the device can be readily made, and the general principles described herein applied to other embodiments without inventive effort. Therefore, the utility model is not limited to the illustrative examples here, and the improvements and modifications made by those skilled in the art according to the disclosure of the utility model should be within the protection scope of the utility model.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102936966A (en) * | 2012-11-15 | 2013-02-20 | 北京筑福建设工程有限责任公司 | Steel frame canopy guard structure of single-layer purlin masonry house and construction method thereof |
CN103258471A (en) * | 2013-02-20 | 2013-08-21 | 天津泰明加德投资发展有限公司 | Light wood construction side-froce-resistance design rigid membrane sheet model and application |
CN109057042A (en) * | 2018-09-06 | 2018-12-21 | 北京城建八建设发展有限责任公司 | A kind of construction method of concrete shear force wall installation lightweight wood structure roof |
CN109610867A (en) * | 2018-12-06 | 2019-04-12 | 中国十七冶集团有限公司 | A kind of construction method for breast-wall of extending a factory building |
CN113833307A (en) * | 2021-09-26 | 2021-12-24 | 中建二局土木工程集团有限公司 | Flat roof slope changes steelframe and mounting structure thereof |
-
2011
- 2011-01-04 CN CN2011200010039U patent/CN201972417U/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102936966A (en) * | 2012-11-15 | 2013-02-20 | 北京筑福建设工程有限责任公司 | Steel frame canopy guard structure of single-layer purlin masonry house and construction method thereof |
CN103258471A (en) * | 2013-02-20 | 2013-08-21 | 天津泰明加德投资发展有限公司 | Light wood construction side-froce-resistance design rigid membrane sheet model and application |
CN109057042A (en) * | 2018-09-06 | 2018-12-21 | 北京城建八建设发展有限责任公司 | A kind of construction method of concrete shear force wall installation lightweight wood structure roof |
CN109610867A (en) * | 2018-12-06 | 2019-04-12 | 中国十七冶集团有限公司 | A kind of construction method for breast-wall of extending a factory building |
CN109610867B (en) * | 2018-12-06 | 2021-03-19 | 中国十七冶集团有限公司 | Construction method for enlarging gable structure of factory building |
CN113833307A (en) * | 2021-09-26 | 2021-12-24 | 中建二局土木工程集团有限公司 | Flat roof slope changes steelframe and mounting structure thereof |
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