CN1963056A - Bamboo residential building - Google Patents
Bamboo residential building Download PDFInfo
- Publication number
- CN1963056A CN1963056A CN 200610136812 CN200610136812A CN1963056A CN 1963056 A CN1963056 A CN 1963056A CN 200610136812 CN200610136812 CN 200610136812 CN 200610136812 A CN200610136812 A CN 200610136812A CN 1963056 A CN1963056 A CN 1963056A
- Authority
- CN
- China
- Prior art keywords
- bamboo
- floor
- wall
- residential building
- foundation
- 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
- 241001330002 Bambuseae Species 0.000 title claims abstract description 125
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 123
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 123
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 123
- 239000011425 bamboo Substances 0.000 title claims abstract description 123
- 239000002023 wood Substances 0.000 claims abstract description 27
- 239000000463 material Substances 0.000 claims abstract description 21
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 9
- 239000011120 plywood Substances 0.000 claims description 29
- 239000002131 composite material Substances 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 8
- 239000010410 layer Substances 0.000 claims description 8
- 229910052602 gypsum Inorganic materials 0.000 claims description 7
- 239000010440 gypsum Substances 0.000 claims description 7
- 239000004698 Polyethylene Substances 0.000 claims description 4
- -1 polyethylene Polymers 0.000 claims description 4
- 229920000573 polyethylene Polymers 0.000 claims description 4
- 239000000565 sealant Substances 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 4
- 239000002356 single layer Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 18
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 9
- 230000008901 benefit Effects 0.000 description 7
- 238000011161 development Methods 0.000 description 5
- 230000018109 developmental process Effects 0.000 description 5
- 238000009413 insulation Methods 0.000 description 5
- 239000012792 core layer Substances 0.000 description 4
- 238000005034 decoration Methods 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000002994 raw material Substances 0.000 description 3
- 238000010079 rubber tapping Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000011368 organic material Substances 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 241000238631 Hexapoda Species 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000003570 air Substances 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000000701 coagulant Substances 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000005272 metallurgy Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000000615 nonconductor Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 239000010421 standard material Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 239000002912 waste gas Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Landscapes
- Building Environments (AREA)
- Finishing Walls (AREA)
Abstract
本发明公开了一种竹材住宅建筑,它由下至上依次包括基础、墙体、楼盖以及屋顶,所述基础为竹筋混凝土或钢筋混凝土结构,墙体和楼盖采用竹材构件或竹木组合构件,楼盖的周边由墙体支撑,所述墙体的竹材构件包括顶梁板、底梁板、设置于顶梁板和底梁板之间的墙骨柱以及覆盖于墙骨柱外侧的墙面板,所述楼盖的竹材构件包括数根楼盖搁栅和采用竹基板材的楼面板,楼盖搁栅布置于顶梁板上,楼面板盖设于楼盖搁栅上。本发明是一种结构简单、成本低廉、施工难度小、施工周期短、具有较好环保性的竹材住宅建筑。
The invention discloses a bamboo residential building, which comprises a foundation, a wall, a floor and a roof from bottom to top, the foundation is a bamboo-reinforced concrete or reinforced concrete structure, and the wall and floor are made of bamboo components or a combination of bamboo and wood Components, the perimeter of the floor is supported by the wall, and the bamboo components of the wall include a top beam plate, a bottom beam plate, a stud column arranged between the top beam plate and the bottom beam plate, and a stud column covering the outside of the stud column. The wall panels, the bamboo components of the floor include several floor joists and floor panels made of bamboo base materials, the floor joists are arranged on the roof beam, and the floor panels are covered on the floor joists. The invention is a bamboo residential building with simple structure, low cost, low construction difficulty, short construction period and good environmental protection.
Description
技术领域technical field
本发明主要涉及到住宅建筑结构领域,特指一种竹材住宅建筑。The invention mainly relates to the field of residential building structures, in particular to a bamboo residential building.
背景技术Background technique
现有的住宅建筑结构主要是以钢结构、混凝土结构或钢筋混凝土结构为主,冶金和水泥工业历来属于高能耗、高污染产业,钢材和水泥的生产需要消耗大量能源和不可再生的自然资源,同时产生大量的废水、废气和废渣,严重影响了生态环境,不符合可持续发展的要求。因而这些结构的住宅建筑,往往具有结构复杂、成本高、占用空间大、施工难度大、施工周期长等缺点。因此越来越多的人士提倡采用天然、环保、可再生的有机材料经过现代工艺加工、制作成为结构构件,逐步取代钢材和水泥使用,并认为其是实现建筑业可持续发展的必经之路,逐步使其成为保证人类社会可持续性发展的重要契机。目前,在建筑领域使用最多的天然、可再生的有机材料是木材。The existing residential building structures are mainly steel structures, concrete structures or reinforced concrete structures. The metallurgy and cement industries have always been high energy consumption and high pollution industries. The production of steel and cement needs to consume a lot of energy and non-renewable natural resources. At the same time, a large amount of waste water, waste gas and waste residue are produced, which seriously affects the ecological environment and does not meet the requirements of sustainable development. Therefore, residential buildings with these structures often have disadvantages such as complex structure, high cost, large space occupation, difficult construction, and long construction period. Therefore, more and more people advocate the use of natural, environmentally friendly and renewable organic materials, which are processed by modern technology and made into structural components, gradually replacing the use of steel and cement, and believe that it is the only way to achieve sustainable development of the construction industry , gradually making it an important opportunity to ensure the sustainable development of human society. Currently, the most used natural, renewable, organic material in construction is wood.
建筑上使用的木材主要分为两类。一类是原木以及利用原木经过锯、刨加工制成的木方、木板等。采用原木及其制品建造木结构,在我国有悠久的历史。木结构具有加工方便、建造简单、美观大方、适用性好等优点。但在我国由于森林资源匮乏,国家对木材砍伐控制严格,即便是人工造林,由于木材成材期长,因此原木来源即为有限,不可能大量建造木结构。另一类是胶合木,这种材料一般为板材,利用粘结剂和加压成型工艺,将尺寸较小的木板结合成尺寸相对较大的木板。胶合木一般只能用于室内装修或作模板使用。但在北美,胶合木板在木结构的主要墙板和楼板中应用非常广。There are two main types of wood used in construction. One category is logs and wood squares and boards made of logs after sawing and planing. The use of logs and their products to build wooden structures has a long history in our country. The wooden structure has the advantages of convenient processing, simple construction, elegant appearance and good applicability. However, due to the lack of forest resources in our country, the country has strict control over timber felling. Even artificial afforestation, due to the long period of timber maturity, the source of logs is limited, and it is impossible to build a large number of timber structures. The other type is glued wood, which is generally a board, using adhesives and pressure forming processes to combine smaller boards into relatively larger boards. Glued wood can generally only be used for interior decoration or as a formwork. In North America, however, glulam is widely used in primary wall and floor slabs of timber structures.
发明内容Contents of the invention
本发明要解决的技术问题就在于:针对现有技术存在的技术问题,本发明提供一种结构简单、成本低廉、施工难度小、施工周期短、具有较好环保性的竹材住宅建筑。The technical problem to be solved by the present invention is: aiming at the technical problems existing in the prior art, the present invention provides a bamboo residential building with simple structure, low cost, low construction difficulty, short construction period and good environmental protection.
为解决上述技术问题,本发明提出的解决方案为:一种竹材住宅建筑,其特征在于:它由下至上依次包括基础、墙体、楼盖以及屋顶,所述基础为竹筋混凝土或钢筋混凝土结构,墙体和楼盖采用竹材构件或竹木组合构件,楼盖的周边由墙体支撑,所述墙体的竹材构件包括顶梁板、底梁板、设置于顶梁板和底梁板之间的墙骨柱以及覆盖于墙骨柱外侧的墙面板,所述楼盖的竹材构件包括数根楼盖搁栅和采用竹基板材的楼面板,楼盖搁栅布置于顶梁板中,楼面板盖设于楼盖搁栅上。In order to solve the above-mentioned technical problems, the solution proposed by the present invention is: a bamboo residential building, which is characterized in that: it comprises a foundation, a body of wall, a floor and a roof from bottom to top, and the foundation is bamboo-reinforced concrete or reinforced concrete Structure, the wall and floor adopt bamboo components or bamboo-wood composite components, the periphery of the floor is supported by the wall, and the bamboo components of the wall include top beam boards, bottom beam boards, Between the stud columns and the wall panels covering the outside of the stud columns, the bamboo components of the floor include several floor joists and floor panels using bamboo-based materials, the floor joists are arranged in the top beam slab, and the floor The panel cover is arranged on the floor joists.
所述顶梁板为单层顶梁板或双层顶梁板。The roof beam board is a single-layer roof beam board or a double-layer roof beam board.
所述屋顶采用竹材或木材桁架,桁架的上弦杆由棱形竹材条或木条连接,桁架上盖设有竹胶合板,竹胶合板上铺设有屋面材料。The roof adopts bamboo or wood trusses, the upper chords of the trusses are connected by prismatic bamboo strips or wooden strips, the trusses are covered with bamboo plywood, and the bamboo plywood is covered with roofing materials.
所述墙体的墙骨柱通过角钢与基础相连。The stud column of the wall body is connected with the foundation through angle steel.
所述每两根楼盖搁栅之间设有连续竹底撑、搁栅横撑或剪力撑。Continuous bamboo bottom braces, joist cross braces or shear braces are provided between every two floor joists.
所述墙面板与墙骨柱之间设有防潮纸,墙面板底部与基础之间用密封胶胶结,所述底梁板上设有用来作为地板的底板,底板与基础之间设有聚乙烯密封条。Moisture-proof paper is provided between the wall panel and the stud column, the bottom of the wall panel and the foundation are bonded with sealant, the bottom beam plate is provided with a bottom plate used as a floor, and polyethylene sealing strip.
所述墙体和楼盖的竹材构件采用竹胶板、竹板竹木复合人造板、夹芯结构竹胶合板、空芯结构竹胶合板、竹筋石膏板或竹筋水泥板。The bamboo components of the walls and floors are made of bamboo plywood, bamboo-wood composite wood-based panels, bamboo plywood with sandwich structure, bamboo plywood with hollow structure, bamboo-reinforced gypsum board or bamboo-reinforced cement board.
与现有技术相比,本发明的优点就在于,本发明的竹材住宅建筑因其以竹材为主要原料,竹材的成长周期短,产量大,因此利用竹材可以作为木材的替代材料用于临时住所的搭建,以减少对森林无节制的砍伐,保护环境,特别适合社会、经济和环境的可持续性发展,因此采用竹材作为原料的住宅建筑具有以下优点:Compared with the prior art, the advantage of the present invention is that because the bamboo residential building of the present invention uses bamboo as the main raw material, the growth cycle of bamboo is short and the output is large, so bamboo can be used as a substitute material for wood for temporary housing In order to reduce the uncontrolled deforestation of forests and protect the environment, it is especially suitable for the sustainable development of society, economy and environment. Therefore, residential buildings using bamboo as raw materials have the following advantages:
1、施工期短:施工周期只需3~4个月,是传统房屋的1/2或1/4,消费者即可投入使用,也可为开发商提供最快的资金回笼时间(砖混结构的工期为6~10个月,完工时还不含装修)。另外,正是因为竹材住宅建筑只需很短的时间即可安装完成,因此这种效率对自然灾害救助、快速减少伤亡或恢复灾区人民生活非常重要。1. Short construction period: The construction period only needs 3 to 4 months, which is 1/2 or 1/4 of traditional houses. Consumers can put it into use, and it can also provide developers with the fastest time for capital return (brick-concrete buildings) The construction period of the structure is 6 to 10 months, and the decoration is not included at the time of completion). In addition, precisely because bamboo residential buildings can be installed in a short time, this efficiency is very important for natural disaster relief, quickly reducing casualties or restoring people's lives in disaster areas.
2、竹材是很好的电绝缘体,有低传导性,其保温性能好,消费者可以节省电费和煤气费。2. Bamboo is a very good electrical insulator with low conductivity and good thermal insulation performance. Consumers can save electricity and gas bills.
3、轻型竹结构因其结构的特点,使得建筑物的内部结构能灵活布置。结构外墙的竹基层上,可采用不同的装饰材料(无论是湿作业的粉刷,面砖还是干作业的挂板),丰富了外立面,可满足开发商多种设计风格和消费者的不同个性需求。3. Due to its structural characteristics, the light bamboo structure enables the flexible arrangement of the internal structure of the building. On the bamboo base of the structural exterior wall, different decorative materials can be used (whether it is whitewash for wet work, facing bricks or hanging board for dry work), which enriches the facade and can meet the various design styles of developers and the differences of consumers individual needs.
4、竹结构有很高的强度-重量比:竹结构的质量轻、弹性好、强度高、韧性大,对于瞬间冲击荷载和周期性疲劳破坏有很强的抵抗能力,在所有结构中具有良好的抗震性。4. The bamboo structure has a high strength-to-weight ratio: the bamboo structure is light in weight, good in elasticity, high in strength and high in toughness. of shock resistance.
5、不易损坏又易于维修:其所有管线均在墙体或楼板内,有预留的维修口,且基本不易发生维修问题。5. Not easy to damage and easy to maintain: all its pipelines are in the wall or floor, and there are reserved maintenance ports, and maintenance problems are basically not easy to occur.
6、耐腐蚀性:对竹材的皱缩和预处理可增加竹建筑的耐用性和抗损坏性能。竹材对许多化学物质具有耐腐蚀性,许多竹种天生耐腐烂及虫害。经过适当处理的竹材使用寿命可达30年之久,而且竹材种类的精心选择、防腐处理、辅助材料的使用以及老化或损坏部分的定期更换等等都能增加竹房屋的耐用性。6. Corrosion resistance: Shrinkage and pretreatment of bamboo can increase the durability and damage resistance of bamboo buildings. Bamboo is resistant to many chemicals and many bamboo species are inherently resistant to rot and insect damage. Properly treated bamboo can last up to 30 years, and careful selection of bamboo species, anti-corrosion treatment, use of auxiliary materials, and regular replacement of aging or damaged parts can increase the durability of bamboo houses.
7、稳定性:竹材一旦达到平衡含水率,其尺寸变化会很小,具很高平衡性和低收缩性,竹结构具有长期投资保值效益。7. Stability: Once the bamboo material reaches the equilibrium moisture content, its dimensional change will be small, with high balance and low shrinkage, and the bamboo structure has long-term investment value preservation benefits.
8、对社会的环保效应:在各种结构体原材料的采掘、生产、运输、建造过程中,竹结构对水、空气、土壤、人的污染和破坏最小,这也是各国各界人士越来越重视的一个重要原因。8. Environmental protection effect on society: In the process of mining, production, transportation and construction of various structural raw materials, bamboo structures have the least pollution and damage to water, air, soil and people. This is why people from all walks of life in various countries pay more and more attention to it. an important reason.
附图说明Description of drawings
图1是本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
图2是本发明中墙体与基础的连接示意图;Fig. 2 is the connection schematic diagram of body of wall and foundation among the present invention;
图3是本发明中墙体的结构示意图;Fig. 3 is the structural representation of body of wall among the present invention;
图4是本发明墙体转角处的结构示意图;Fig. 4 is a schematic structural view of the wall corner of the present invention;
图5是本发明中墙体与楼盖搁栅的连接示意图;Fig. 5 is a schematic diagram of the connection between the wall and the floor joists in the present invention;
图6是本发明中楼盖搁栅与剪力撑连接的放大示意图。Fig. 6 is an enlarged schematic diagram of the connection between floor joists and shear braces in the present invention.
图例说明illustration
1、基础 2、墙体1.
3、楼盖 4、顶梁板3.
5、底梁板 6、墙骨柱5.
7、墙面板 8、楼盖搁栅7.
9、楼面板 10、桁架9.
11、竹胶合板 12、角钢11. Bamboo plywood 12. Angle steel
13、自攻螺钉 14、剪力撑13. Self-tapping
15、防潮纸 16、聚乙烯密封条15. Moisture-proof paper 16. Polyethylene sealing strip
17、密封胶 18、岩棉毡17. Sealant 18. Rock wool felt
19、底板 20、屋顶19. Floor 20. Roof
具体实施方式Detailed ways
以下将结合附图和具体实施例对本发明做进一步详细说明。The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.
如图1所示,本发明的竹材住宅建筑,它由下至上依次包括基础1、墙体2、楼盖3以及屋顶20,各构件之间的连接采用铁钉、螺钉和胶结等方式,同时辅以特制的连接件和纤维增强塑料层(FRP)以保持整体性。其中,基础1为竹筋混凝土或钢筋混凝土结构,墙体2和楼盖3采用竹材构件或竹木组合构件,其主要优点是楼盖3和墙体2可以分开建造,因此已建成的楼盖3可以作为上部墙体2施工时的工作平台,而竹材构件也可在其他地方先拼装好,再运到施工现场就位,缩短了施工时间,提高了施工的效率。楼盖3的周边由墙体2支撑,墙体2的竹材构件包括顶梁板4、底梁板5、设置于顶梁板4和底梁板5之间的墙骨柱6以及覆盖于墙骨柱6外侧的墙面板7,顶梁板4可根据需要采用单层顶梁板或双层顶梁板,承重墙的墙骨柱6采用材质等级为Vc及其以上的规格材,而非承重墙的墙骨柱6可以采用任何材质等级的规格材,墙骨柱6的内侧表面还可用射钉固定有内装饰板,而顶梁板4、底梁板5和墙骨柱6则为墙面板7和内装饰板提供支撑,同时也可作为挡火构件以阻止火焰在墙体2中的蔓延。参见图2、图3、图4、图5和图6所示,底梁板5上设有用来作为地板的底板19,底板19可采用竹地板,该竹底板是一类小规格的竹材人造板,竹地板表面硬度高、光洁度好、耐磨损。墙体2的墙骨柱6通过角钢12与基础1相连,角钢12一端通过自攻螺钉13与墙骨柱6相连,另一端通过自攻螺钉13或锚固螺栓穿过底板19与基础1相连,墙骨柱6的外侧面上设有采用竹胶合板的墙面板7,墙面板7与墙骨柱6之间设有防潮纸15,墙面板7底部与基础1之间用密封胶17胶结,底板19与基础1之间设有聚乙烯密封条16,所设岩棉毡18的用途是保温隔热,隔音的作用。竹胶合板是以带沟槽的等厚竹片为其构成单元胶合而成,竹片是通过辗平刨削法来制备的,“竹材的高温软化-辗平”是该产品的工艺特征。竹材胶合板既可以作普通结构板材使用,也可以通过板材接长和表面处理用作墙面板和楼面板。本发明的竹胶合板可以采用现成的竹胶合模板,但为组装方便应采用更具可钉性的竹胶合板,并通过优化设计得出合理的等方向强度或不等方向强度的合理组合。楼盖3的竹材构件包括数根楼盖搁栅8和采用竹基板材的楼面板9,数根楼盖搁栅8布置于顶梁板4中,楼盖搁栅8的间距不大于600mm,楼面板9盖设于楼盖搁栅8上。为增加楼盖3的强度和承重力,每两根楼盖搁栅8之间设有剪力撑14。楼盖3的顶端可增设有顶棚,顶棚采用竹基结构板材或石膏板或木基结构板材,楼盖搁栅8可采用矩形、工字型截面,楼盖搁栅8的端部通过支座与墙体2连接,或在靠近支座部位的楼盖搁栅8底部采用连续竹底撑、搁栅横撑或剪力撑14。楼盖3的周边通过墙体2支撑,楼盖3跨中由梁或柱支承。屋顶20采用竹材或木材桁架10,桁架10之间可设支撑保持其稳定,桁架10与墙体2的连接,桁架10的上弦杆由棱形竹材条或木条连接,桁架10上盖设有竹胶合板11,竹胶合板11上铺设有防水材料和屋面瓦或其他屋面材料。As shown in Figure 1, bamboo residential building of the present invention, it comprises foundation 1, body of
本发明中墙体2和楼盖3所采用的竹材构件还可采用其他的竹制材料,比如竹板竹木复合人造板、夹芯结构竹胶合板、空芯结构竹胶合板、竹筋石膏板、竹筋水泥板等等。其中,由于竹材与木材有许多相同的材性,又各有其特点,因此竹木复合人造板是一类品种最多的竹材复合人造板,其结构形式主要是层积复合结构。木材主要以木单板(或薄木)、木方(或木板)的形态参与复合;竹材多加工成竹片、竹席、竹帘和竹单板与之复合,两者都可以分别是复合板的芯层和表层,这主要决定于复合板的性能或用途要求。夹芯结构竹胶合板是具有板芯结构的竹胶合板,并且板芯的厚度应远大于其他各层。夹芯结构竹胶合板主要有两种类型,一类是碎料夹芯竹席胶合板,另一类是碎料夹芯竹片胶合板。夹芯结构竹胶合板是一类复合竹胶合板。它是将1~2层竹席和竹片作表板分别与竹碎料芯层胶合而制成的。这种夹芯结构板在使用过程中,其表板几乎承受施加在平面内的边载(边缘荷载)和垂直弯曲力矩,也几乎承受了结构的全部抗弯刚度。位于中心层的板芯在两表板之间传递剪切力,使它们对共同的中心平面起作用,同时板芯也承担了板材的大部分抗剪刚度。两表板间由竹碎料芯层隔开的好处是,既保证了材料的刚度,又不需要增加优质表板材料的用量。竹材人造板中的层积结构和夹芯结构都是实芯结构,在这类板材的断面上尽管可能存在层间密度的差异,但整个断面是密实而无孔洞的。与实芯结构相反的空芯结构,其断面存在着排列有序、形状大小相等的孔洞。空芯结构板具有质轻、隔声、隔热和有一定强度的优点,并且产品价格比同等厚度的实芯结构板低。空芯结构竹胶合板的品种可以很多,但从工艺上来说只有两种,一种是一次复合成型工艺或称之为内模成型工艺,另一种是先模压或加工出一定形状的网络结构芯层,然后使网络芯层与表层装饰材料、边框骨架材料组坯再热压胶合成板的两次成型工艺。两种成型工艺中后者应用较多,多用于生产网络结构复合板,内模成型工艺的典型产品是竹木复合空芯板。本发明中的墙体2可采用特殊开发的竹筋石膏板,这种石膏板比普通石膏板有更好的可钉等可施工性。本发明中的墙体2还可采用特殊开发的竹筋增强水泥板,这种板材以水泥基材料为凝结剂的砂浆固化。The bamboo member that body of
Claims (9)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2006101368124A CN1963056B (en) | 2006-12-06 | 2006-12-06 | Bamboo residential building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2006101368124A CN1963056B (en) | 2006-12-06 | 2006-12-06 | Bamboo residential building |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1963056A true CN1963056A (en) | 2007-05-16 |
CN1963056B CN1963056B (en) | 2010-10-06 |
Family
ID=38082271
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2006101368124A Expired - Fee Related CN1963056B (en) | 2006-12-06 | 2006-12-06 | Bamboo residential building |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN1963056B (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101691785B (en) * | 2009-10-09 | 2011-04-13 | 李登满 | Building method of bamboo structure house with open internal wall |
CN102518213A (en) * | 2011-12-15 | 2012-06-27 | 昆明理工大学 | Inclined raw bamboo beam and horizontal supporting wood beam bolt joint and manufacturing method thereof |
CN103866863A (en) * | 2014-01-22 | 2014-06-18 | 西安建筑科技大学 | Novel raw bamboo connecting structure of floor, wall, beam |
CN103938726A (en) * | 2014-01-22 | 2014-07-23 | 西安建筑科技大学 | Connecting structure of raw-bamboo floor, wall and beam |
CN105178629A (en) * | 2015-09-17 | 2015-12-23 | 贵州凯欣产业投资股份有限公司 | Jointed wood structure house |
CN106906914A (en) * | 2017-01-14 | 2017-06-30 | 山东飞越钢结构工程有限公司 | A kind of bamboo steel column attachment structure |
CN107476510A (en) * | 2017-08-16 | 2017-12-15 | 西安建筑科技大学 | A kind of raw bamboo stair |
CN107938832A (en) * | 2017-12-29 | 2018-04-20 | 寿光市远大建筑有限公司 | A kind of integrated house |
CN111910764A (en) * | 2020-04-09 | 2020-11-10 | 白建国 | A manufacturing method of a prefabricated earthquake-resistant bamboo and wood house |
CN113863679A (en) * | 2021-10-09 | 2021-12-31 | 中国十九冶集团有限公司 | Construction method of prefabricated house structure |
CN113882683A (en) * | 2021-10-09 | 2022-01-04 | 中国十九冶集团有限公司 | Building structure construction method |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN200975024Y (en) * | 2006-12-06 | 2007-11-14 | 湖南大学 | Bamboo wood home building |
-
2006
- 2006-12-06 CN CN2006101368124A patent/CN1963056B/en not_active Expired - Fee Related
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101691785B (en) * | 2009-10-09 | 2011-04-13 | 李登满 | Building method of bamboo structure house with open internal wall |
CN102518213A (en) * | 2011-12-15 | 2012-06-27 | 昆明理工大学 | Inclined raw bamboo beam and horizontal supporting wood beam bolt joint and manufacturing method thereof |
CN103866863A (en) * | 2014-01-22 | 2014-06-18 | 西安建筑科技大学 | Novel raw bamboo connecting structure of floor, wall, beam |
CN103938726A (en) * | 2014-01-22 | 2014-07-23 | 西安建筑科技大学 | Connecting structure of raw-bamboo floor, wall and beam |
CN105178629A (en) * | 2015-09-17 | 2015-12-23 | 贵州凯欣产业投资股份有限公司 | Jointed wood structure house |
CN106906914A (en) * | 2017-01-14 | 2017-06-30 | 山东飞越钢结构工程有限公司 | A kind of bamboo steel column attachment structure |
CN107476510A (en) * | 2017-08-16 | 2017-12-15 | 西安建筑科技大学 | A kind of raw bamboo stair |
CN107938832A (en) * | 2017-12-29 | 2018-04-20 | 寿光市远大建筑有限公司 | A kind of integrated house |
CN111910764A (en) * | 2020-04-09 | 2020-11-10 | 白建国 | A manufacturing method of a prefabricated earthquake-resistant bamboo and wood house |
CN113863679A (en) * | 2021-10-09 | 2021-12-31 | 中国十九冶集团有限公司 | Construction method of prefabricated house structure |
CN113882683A (en) * | 2021-10-09 | 2022-01-04 | 中国十九冶集团有限公司 | Building structure construction method |
Also Published As
Publication number | Publication date |
---|---|
CN1963056B (en) | 2010-10-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1963056A (en) | Bamboo residential building | |
CN200999400Y (en) | Composite wall with wood stud structure | |
CN200975024Y (en) | Bamboo wood home building | |
CN201180312Y (en) | Assembling light house | |
Steiger | Basics timber construction | |
CN101446116A (en) | Thermal insulation board for building structure | |
CN201128950Y (en) | A quick-installed bamboo house | |
CN203420387U (en) | Prefabricated composite wood floor cover plate | |
CN108331252A (en) | A kind of compound box beam of self-heat conserving bamboo and wood | |
CN101929207A (en) | Wood frame shear wall insulation | |
RU74404U1 (en) | ASSEMBLY CONSTRUCTION FROM LONGITUDINAL ELEMENTS AND LONGITUDINAL ELEMENT (OPTIONS) FOR ASSEMBLING THIS CONSTRUCTION | |
McMorrough | The Architecture Reference & Specification Book: Everything Architects Need to Know Every Day | |
CN201330462Y (en) | Thermal insulation board for building structure | |
Kozlovská et al. | Methodology of cost parameter estimation for modern methods of construction based on wood | |
CN218438553U (en) | Block connection structure of prefabricated composite wall panels and composite roofs with self-tapping screws | |
CN205907888U (en) | Modularization grass board sound insulation bearing wood wallboard | |
CN108316529A (en) | A kind of lightweight aggregate concrete-bamboo wood composite floor system | |
CN101021090B (en) | Floor board for wooden structure building and its manufacturing method | |
Švajlenka et al. | Construction systems based on wood | |
CN108247771A (en) | A kind of plate for timber-construction Prefabricated construction panel and preparation method thereof | |
CN114687509A (en) | Steel bar truss and surface layer reinforced aluminum alloy decorative plate sandwich polyphenyl foamed ceramic composite wallboard and manufacturing method thereof | |
RU69539U1 (en) | EASY WALL PANEL | |
CN101240664A (en) | Quick-install bamboo house | |
CN207944549U (en) | A kind of low layer light section steel structure assembled-type house | |
CN1963101A (en) | Combined plate |
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 | ||
ASS | Succession or assignment of patent right |
Owner name: ADVANCED BAMBOO TECHNOLOGIES, LLC Free format text: FORMER OWNER: HUNAN UNIVERSITY Effective date: 20110317 |
|
C41 | Transfer of patent application or patent right or utility model | ||
COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410082 SCHOOL OF CIVIL ENGINEERING, HU'NAN UNIVERSITY, YUELU MOUNTAIN, HEXI, CHANGSHA CITY, HU'NAN PROVINCE TO: 410013 BUILDING R6, HUOJUCHENG, NEW AND HIGH TECHNOLOGY DEVELOPMENT AREA, CHANGSHA CITY, HU'NAN PROVINCE |
|
TR01 | Transfer of patent right |
Effective date of registration: 20110317 Address after: 410013 high tech Development Zone, Hunan, Changsha torch city building R6 Patentee after: Changsha kaisen Bamboo Wood New Technology Co.,Ltd. Address before: 410082 School of civil engineering, Hunan University, Changsha, Hunan, Hexi, China Patentee before: Hunan University |
|
TR01 | Transfer of patent right |
Effective date of registration: 20170602 Address after: 412500 Jiulong economic and Technological Development Zone, Zhuzhou, Hunan, Yanling Patentee after: Hunan BOSCH New Technology Co. Ltd. Address before: 410013 high tech Development Zone, Hunan, Changsha torch city building R6 Patentee before: Changsha kaisen Bamboo Wood New Technology Co.,Ltd. |
|
TR01 | Transfer of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101006 Termination date: 20181206 |
|
CF01 | Termination of patent right due to non-payment of annual fee |