CN106401022A - Line-shaped wall with modularized prefabricated thermal insulating load bearing wallboards - Google Patents
Line-shaped wall with modularized prefabricated thermal insulating load bearing wallboards Download PDFInfo
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- 210000000988 bone and bone Anatomy 0.000 claims abstract description 75
- 238000009413 insulation Methods 0.000 claims abstract description 47
- 239000002023 wood Substances 0.000 claims abstract description 17
- 238000009434 installation Methods 0.000 claims abstract description 10
- 238000005260 corrosion Methods 0.000 claims abstract description 9
- 239000012774 insulation material Substances 0.000 claims description 18
- 229910052602 gypsum Inorganic materials 0.000 claims description 12
- 239000010440 gypsum Substances 0.000 claims description 12
- 238000009827 uniform distribution Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 15
- 230000000694 effects Effects 0.000 abstract description 3
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 11
- 241000771208 Buchanania arborescens Species 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000003916 acid precipitation Methods 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000003712 anti-aging effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- -1 interior wall studs Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002912 waste gas Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
- E04B2/707—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function obturation by means of panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
- E04C2/521—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling
- E04C2/523—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits serving for locating conduits; for ventilating, heating or cooling for ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2103/00—Material constitution of slabs, sheets or the like
- E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2002/3488—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by frame like structures
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明提供了一种模块化预制保温承重墙板的一字形墙，两片模块化预制保温承重墙板置于防腐木或楼面板，且并排靠紧排成一字形，模块化预制保温承重墙板的底梁板与防腐木或楼面板连接采用钉连接，采用顶梁连接板在两块模块化预制保温承重墙板的顶部连接，顶梁连接板与两侧的上层顶梁板靠紧，且在两端施钉各一排，在中间钉优先采用成排施钉，优先在板内墙骨柱处施钉。本发明的有益效果是安装操作显著简化，装配速度快，可以采用大部品总成装配，工业化程度更高，经济效果好，且避免了环境污染。减少了大量现场作业，通过系列构造，使其具有良好的受力性能。
The invention provides a modular prefabricated thermal insulation load-bearing wall panel in-line wall. Two modular prefabricated thermal insulation load-bearing wall panels are placed on anti-corrosion wood or floor panels, and they are arranged side by side to form a line. The modular prefabricated thermal insulation load-bearing wall The bottom beam plate of the board is connected with the anti-corrosion wood or the floor plate by nails, and the top beam connecting plate is used to connect the top of the two modular prefabricated thermal insulation load-bearing wall panels. The top beam connecting plate is close to the upper roof beam plate on both sides. In addition, one row of nails should be applied at both ends, and rows of nails should be used for nails in the middle, and nails should be nailed at the bone column of the inner wall of the board. The beneficial effect of the invention is that the installation operation is significantly simplified, the assembly speed is fast, the assembly of large parts can be used, the industrialization degree is higher, the economic effect is good, and environmental pollution is avoided. A large number of on-site operations are reduced, and it has good mechanical performance through series construction.
Description
技术领域technical field
本发明属于建筑技术领域，特别是涉及一种模块化预制保温承重墙板的一字形墙。The invention belongs to the technical field of buildings, in particular to a modular prefabricated inline wall of thermal insulation and load-bearing wall panels.
背景技术Background technique
轻型木结构是现有房屋结构中最经久耐用的结构之一，轻型木结构抗沉降、抗干、抗老化，具有显著的稳定性。轻型木结构房屋因其自身质量轻，所以地震时吸收地震力少，在地震时的稳定性已经得到反复验证，即使强烈的地震使整个建筑物脱离其基础，而其结构却完整无损。轻型木结构因其材料和结构的特点，使得平面布置更加灵活，为建筑师提供了更大的想象空间没有任何其他建筑体系能够提供如此天衣无缝的室内碗柜、隔板和衣橱，从而大幅度节省购买家具的费用。轻型木结构的保温节能性能优于其他任何材料建成的结构形式。木材本身就是出色的绝热体，在同样厚度的条件下，木材的隔热值比标准的混凝土高16倍，比钢材高400倍，比铝材高1600倍。所以，轻型木结构住房的取暖费用比较低，冬暖夏凉防火性能主要取决于房屋中用于构成屋顶、墙壁和地板各部分的整体材料。轻型木结构的各组成部分加上防火石膏墙板，很容易达到与砖石结构建筑相同的防火性能。例如：在日本对一幢木结构房屋进行了一次火灾试验。试验中模拟发生地震，摇晃房屋，然后用火将其点燃。这时，该房屋表现出了极为出色的性能，展示了轻型木结构建筑的超级性能水平。即使是建造经济型木结构房屋，其抗火灾能力也不低于两个小时。粘土砖生产对环境的危害是众所周知的，其燃烧要耗费大量的能源，并且产生的废气造成空气污染、温室效应和酸雨。而木材能减少空气中的CO2，可持续发展的林业所提供的永不枯竭的森林资源。但木材的生产只产生很少的废物。锯材生产的废料通常被用来制造纸浆、刨花板或作为燃料。木材同时又是100%可降解。The light wood structure is one of the most durable structures in the existing house structures. The light wood structure is anti-settling, anti-drying, anti-aging, and has remarkable stability. Because of its light weight, light wood structure houses absorb less earthquake force during earthquakes, and their stability during earthquakes has been repeatedly verified. Even if strong earthquakes make the entire building break away from its foundation, its structure is intact. Due to its material and structural characteristics, the light wood structure makes the layout more flexible and provides architects with greater imagination space. No other architectural system can provide such seamless interior cupboards, partitions and wardrobes, thus greatly Save money on furniture purchases. The thermal insulation and energy saving performance of light wood structure is better than that of any other structural form made of materials. Wood itself is an excellent thermal insulator. Under the same thickness, the thermal insulation value of wood is 16 times higher than that of standard concrete, 400 times higher than steel, and 1600 times higher than aluminum. Therefore, the heating cost of light wood structure houses is relatively low, and the fire performance is mainly determined by the overall materials used to form the roof, walls and floors of the house. The components of the light timber structure plus the fire-resistant gypsum wallboard can easily achieve the same fire performance as a masonry building. Example: A fire test was carried out on a wooden house in Japan. The experiment simulated an earthquake, shaking the house and then setting it on fire. At this point, the house performed extremely well, demonstrating the superlative level of performance of light timber construction. Even if an economical wooden structure house is built, its fire resistance is no less than two hours. The harm of clay brick production to the environment is well known, and its combustion consumes a lot of energy, and the waste gas produced causes air pollution, greenhouse effect and acid rain. Wood can reduce CO2 in the air, and sustainable forestry provides inexhaustible forest resources. But the production of wood produces very little waste. Waste from sawn timber production is often used to make pulp, particleboard or as fuel. Wood is also 100% biodegradable.
发明内容Contents of the invention
本发明的目的使轻型木结构墙体能够在工厂模块化预制，简化安装操作、加快装配速度，冰采用大部品总成装配，提高工业化程度，显著降低建造成本，避免环境污染，大幅减少现场作业，通过系列构造，使其具有良好的受力性能。The purpose of the present invention is to enable light wood structure walls to be modularized and prefabricated in the factory, simplify installation operations, and speed up assembly. The ice is assembled with large parts, which improves the degree of industrialization, significantly reduces construction costs, avoids environmental pollution, and greatly reduces on-site operations. , through a series of structures, it has good mechanical performance.
为了实现上述目的，本发明采用的技术方案为：In order to achieve the above object, the technical scheme adopted in the present invention is:
模块化预制保温承重墙板的一字形墙包括上层顶梁板、下层顶梁板、板边墙骨柱、底梁板、室内墙面板、石膏板安装木条、室外墙面板、内填保温材料、板内墙骨柱、通风口、吊装孔、钉、顶梁连接板、板间连接件和防腐木或楼面板，两片模块化预制保温承重墙板置于防腐木或楼面板，且并排靠紧排成一字形，模块化预制保温承重墙板的底梁板与防腐木或楼面板连接采用钉连接，钉子优先采用均匀分布，且均位于室内墙面板和室外墙面板的外侧，各施钉一排；The in-line wall of modular prefabricated thermal insulation load-bearing wall panels includes upper roof beam panels, lower roof beam panels, side wall stud columns, bottom beam panels, interior wall panels, gypsum board installation wooden strips, outdoor wall panels, and internal filling insulation materials , interior wall studs, air vents, hoisting holes, nails, roof beam connecting plates, inter-panel connectors, and anti-corrosion wood or floor panels, two modular prefabricated thermal insulation load-bearing wall panels are placed on anti-corrosion wood or floor panels, and placed side by side Closely arranged in a straight line, the bottom beam of the modular prefabricated thermal insulation load-bearing wall panels is connected with the anti-corrosion wood or the floor panel by using nails. nail a row;
相邻的模块化预制保温承重墙板的板边墙骨柱采用板间连接件连接，板间连接件优先采用钉连接，钉子优先采用均匀分布，且均位于室内墙面板和室外墙面板的外侧，各施钉一排；The side wall stud columns of adjacent modular prefabricated thermal insulation load-bearing wall panels are connected by inter-panel connectors, and the inter-panel connectors are preferentially connected by nails, and the nails are preferably evenly distributed, and they are all located on the outside of the interior wall panels and exterior wall panels , each nailed in a row;
采用顶梁连接板与相邻的两块模块化预制保温承重墙板的顶部连接，顶梁连接板与两侧的上层顶梁板靠紧，且在两端施钉各一排，每排钉3~5枚，在中间钉优先采用成排施钉，优先在板内墙骨柱处施钉；The roof beam connecting plate is used to connect the top of two adjacent modular prefabricated thermal insulation load-bearing wall panels. 3~5 nails, the nails in the middle are preferentially applied in rows, and the nails are preferentially applied at the bone columns of the inner wall of the board;
模块化预制保温承重墙板主要包括上层顶梁板、下层顶梁板、板边墙骨柱、底梁板、室内墙面板、石膏板安装木条、室外墙面板、内填保温材料、板内墙骨柱、通风口、吊装孔。Modular prefabricated thermal insulation load-bearing wall panels mainly include upper roof beam panels, lower roof beam panels, panel side wall stud columns, bottom beam panels, interior wall panels, gypsum board installation wooden strips, outdoor wall panels, internal filling insulation materials, and interior wall panels. Studs, vents, hoisting holes.
两根竖直的板边墙骨柱与一块底梁板和一块下层顶梁板围成一个矩形框架，底梁板和下层顶梁板均伸至板的两端，两根板边墙骨柱位于底梁板和下层顶梁板之间，底梁板与两根板边墙骨柱采用钉连接，钉子均由底梁板垂直钉入板边墙骨柱，每个连接点施钉数量3~5个，且为一排并均匀排布，下层顶梁板与两根板边墙骨柱采用钉连接，钉子均由顶梁板垂直钉入板边墙骨柱，每个连接点施钉数量3~5根，且为一排并均匀排布；Two vertical slab side wall studs form a rectangular frame with a bottom beam slab and a lower roof girder slab, both of which extend to both ends of the slab, and the two slab side wall studs Between the beam slab and the roof beam slab of the lower floor, the bottom beam slab is connected with the two slab side wall bone columns with nails, and the nails are nailed vertically from the bottom beam slab to the slab side wall bone columns, and the number of nails at each connection point is 3~5 , and arranged evenly in a row, the lower roof beam slab is connected with the two side wall bone columns by nails, and the nails are vertically nailed into the side wall bone columns from the top beam slab, and the number of nails applied at each connection point is 3 ~5 pieces, arranged in a row and evenly arranged;
当模块化预制保温承重墙板的一字形墙及的模块化预制保温承重墙板的板长小于等于3倍板内墙骨柱标准间距L标准时，不设置上层顶梁板，当板长大于3倍板内墙骨柱标准间距L标准时，在下层顶梁板的上方优先设置上层顶梁板，上层顶梁板的长度比下层顶梁板的长度短2.5~4.5倍的板内墙骨柱标准间距L标准，上层顶梁板与下层顶梁板采用钉连接，在上层顶梁板的两端分别施钉一组，在这两组钉之间施钉一至多组，组数不少于横跨的板内墙骨柱数量，每组钉一字形均匀排列，一字形与排垂直，定的数量为2~4根；所述的间距L为相邻两个板内墙骨柱之间的距离；When the in-line wall of the modular prefabricated thermal insulation load-bearing wall panel and the board length of the modular prefabricated thermal insulation load-bearing wall panel are less than or equal to 3 times the standard spacing L of the inner wall bone column standard, the upper roof beam slab will not be set. When the board length is greater than 3 When the standard distance between double-layer inner wall bone columns is L standard, the upper roof beam slab is preferentially set above the lower roof beam slab, and the length of the upper roof beam slab is 2.5~4.5 times shorter than the length of the lower roof beam slab. The spacing L is standard, the upper roof beam slab and the lower roof beam slab are connected by nails, one set of nails is applied at both ends of the upper roof beam slab, one or more sets of nails are applied between these two sets of nails, the number of sets is not less than the horizontal The number of bone columns in the inner wall of the span board, each group of nails is evenly arranged in a straight line, the straight line is perpendicular to the row, and the fixed number is 2 to 4; the distance L is the distance between two adjacent inner wall bone columns distance;
在板边墙骨柱之间布设多块板内墙骨柱，其中分别各有一块板内墙骨柱靠紧板边墙骨柱，这两根板边墙骨柱与下层顶梁板、板边墙骨柱和底梁板均采用钉连接，钉子分别由板边墙骨柱的外端面垂直钉入、钉子分组，每组优先选择两个，钉子的连线均水平；在这两个板内墙骨柱之间的板内墙骨柱在一条直线上且优先选择均匀分布，钉子分别由下层顶梁板顶面、底梁板底面垂直钉入板内墙骨柱、每个连接点优先选择两根钉子；在板内墙骨柱之间填充保温材料，板内墙骨柱与保温材料内外侧均齐平；A plurality of slab inner wall stud columns are arranged between the slab side wall stud columns, each of which has one slab inner wall stud column close to the slab side wall stud columns. Both the side wall bone columns and the bottom beam slab are connected by nails, and the nails are respectively nailed vertically from the outer end faces of the side wall bone columns, and the nails are grouped. Two nails are preferred for each group, and the connection lines of the nails are all horizontal; The bone columns of the inner wall of the slab between the bone columns are on a straight line and are preferably evenly distributed. A nail; fill the insulation material between the stud columns of the inner wall of the panel, and the stud columns of the inner wall of the panel are flush with the inner and outer sides of the thermal insulation material;
在板内墙骨柱与保温材料的室内一侧覆盖室内墙面板，其厚度为9~15mm，优先采用9mm，室内墙面板四端分别达到下层顶梁板、板边墙骨柱和底梁板构成的框架内侧，室内墙面板与板内墙骨柱采用钉连接，与板边墙骨柱靠紧的两块板内墙骨柱与板直接采用钉连接，其余板内墙骨柱对应位置增设石膏板安装木条，木条厚度为10~38mm，宽度与板内墙骨柱的厚度相等，在石膏板安装木条垂直施钉钉入室内墙面板和板内墙骨柱；石膏板安装木条与上层顶梁板、下层顶梁板、板边墙骨柱、底梁板在室内一侧侧齐平；Cover the interior wall panel on the indoor side of the inner wall stud column and thermal insulation material. The thickness is 9~15mm, preferably 9mm. On the inner side of the formed frame, the interior wall panel and the bone column of the panel inner wall are connected by nails, and the bone columns of the inner wall of the two panels close to the side wall of the panel are directly connected with the panel by nails, and the corresponding positions of the bone columns of the other panel interior walls are added. The gypsum board is installed with wooden strips. The thickness of the wooden strips is 10~38mm, and the width is equal to the thickness of the inner wall bone column of the board. The strip is flush with the upper roof beam slab, the lower roof beam slab, the slab side wall stud column, and the bottom beam slab on one side of the room;
在板内墙骨柱与保温材料的室外一侧覆盖室外墙面板，其厚度为6~12mm，优先采用6mm，室外墙面板四端分别达到下层顶梁板、板边墙骨柱和底梁板构成的框架内侧，室外墙面板与所有板内墙骨柱采用钉连接，垂直施钉钉入板内墙骨柱；室外墙面板的外表面距离上层顶梁板、下层顶梁板、板边墙骨柱、底梁板在室外一侧表面的距离为20-40mm，优先采用38mm；Cover the outdoor wall panel on the outdoor side of the inner wall studs and thermal insulation materials, the thickness of which is 6-12mm, preferably 6mm, and the four ends of the outdoor wall panels respectively reach the lower roof beam slab, side wall studs and bottom beam slab On the inner side of the frame, the outdoor wall panel is connected with all the bone columns of the inner panel wall with nails, and the nails are nailed into the inner wall column of the panel vertically; the outer surface of the outdoor wall panel is at a distance The distance between the bone column and the bottom beam plate on the outdoor side surface is 20-40mm, preferably 38mm;
在上层顶梁板、下层顶梁板和底梁板的室外一侧开设通风口，通风口由下至上对齐且贯通，在板内墙骨柱之间均分别设置一个，均位于板内墙骨柱的中线上；Open air vents on the outdoor side of the upper roof beam slab, lower roof beam slab, and bottom beam slab. The vents are aligned and connected from bottom to top, and one is set between the inner wall studs of the slab, and they are all located on the inner wall studs of the slab. the center line of the column;
在上层顶梁板、下层顶梁板的重叠部位，当没有上层顶梁板时，在分别距两端为四分之一到三分之一处，且位于室内墙面板的室内一侧，室外墙面板的室外一侧开设4个吊装孔。At the overlapped part of the upper roof slab and the lower roof slab, when there is no upper roof slab, it is 1/4 to 1/3 away from the two ends, and it is located on the indoor side of the indoor wall panel, and the outdoor Four hoisting holes are provided on the outdoor side of the wall panel.
所述上层顶梁板、下层顶梁板和板边墙骨柱的厚度和宽度均相等，厚度为38~89mm，优先选择38mm，宽度为140~286mm，优先选择184mm；The thickness and width of the upper roof beam slab, the lower roof beam slab and the slab side wall bone column are all equal, the thickness is 38~89mm, preferably 38mm, and the width is 140~286mm, preferably 184mm;
所述板内墙骨柱厚度为38~89mm，优先选择38mm，宽度为89~185mm，优先选择89mm。The bone column of the inner wall of the panel has a thickness of 38-89 mm, preferably 38 mm, and a width of 89-185 mm, preferably 89 mm.
所述室内墙面板优先采用承重OSB板，所述室外墙面板优先采用OSB板。The indoor wall panels are preferably made of load-bearing OSB boards, and the outdoor wall panels are preferably made of OSB boards.
所述通风口为上层顶梁板、下层顶梁板和底梁板的室外一侧向内凹进135°~180°的圆弧，圆弧与顶梁板、下层顶梁板和底梁板的室外一侧平面连接为半径为2~5mm的圆弧。The air vent is an arc in which the outdoor side of the upper roof beam, the lower roof beam, and the bottom beam are inwardly recessed by 135°~180°, and the arc is connected with the roof beam, the lower roof beam, and the bottom beam. The connection of the outdoor side of the plane is an arc with a radius of 2~5mm.
本发明的有益效果是安装操作显著简化，装配速度快，可以采用大部品总成装配，工业化程度更高，经济效果好，且避免了环境污染。减少了大量现场作业，通过系列构造，使其具有良好的受力性能。The beneficial effect of the invention is that the installation operation is significantly simplified, the assembly speed is fast, the assembly of large parts can be used, the industrialization degree is higher, the economic effect is good, and environmental pollution is avoided. A large number of on-site operations are reduced, and it has good mechanical performance through series construction.
附图说明Description of drawings
下面结合附图对本发明中的模块化预制保温承重墙板的一字形墙及其建造方法作进一步说明：The inline wall of the modularized prefabricated thermal insulation load-bearing wallboard and its construction method in the present invention will be further described below in conjunction with the accompanying drawings:
图1为本发明模块化预制保温承重墙板的一字形墙及其建造方法的室内一侧正视示意图；Fig. 1 is a schematic diagram of an indoor side front view of an inline wall of a modularized prefabricated thermal insulation load-bearing wall panel of the present invention and its construction method;
图2为图1的A-A剖面示意图；Fig. 2 is the A-A sectional schematic diagram of Fig. 1;
图3为图1的B-B剖面示意图；Fig. 3 is the B-B sectional schematic diagram of Fig. 1;
图4为本发明模块化预制保温承重墙板的一字形墙及其建造方法的俯视示意图；Fig. 4 is a top view schematic diagram of the in-line wall of the modularized prefabricated thermal insulation load-bearing wall panel and its construction method of the present invention;
图5为本发明模块化预制保温承重墙板的一字形墙及其建造方法的俯视示意图；Fig. 5 is a top view schematic diagram of the inline wall of the modularized prefabricated thermal insulation load-bearing wall panel and its construction method of the present invention;
图6为本发明模块化预制保温承重墙板的一字形墙及其建造方法的室外一侧正视示意图；Fig. 6 is a front view schematic diagram of the outdoor side of the inline wall of the modularized prefabricated thermal insulation load-bearing wall panel of the present invention and its construction method;
图7为图6的C-C剖面示意图；Fig. 7 is the C-C sectional schematic diagram of Fig. 6;
图8为本发明两块模块化预制保温承重墙板的一字形墙及其建造方法的一字形墙室内一侧正视示意图；Fig. 8 is a schematic diagram of the front view of the indoor side of the in-line wall of two modular prefabricated thermal insulation load-bearing wall panels and the construction method thereof;
图9为图8的D-D剖面示意图；Fig. 9 is a D-D sectional schematic diagram of Fig. 8;
图10为本发明两块模块化预制保温承重墙板的一字形墙及其建造方法的一字形墙俯视示意图；Fig. 10 is a top view schematic diagram of the in-line wall of two modular prefabricated thermal insulation load-bearing wall panels and the construction method thereof of the present invention;
图11为本发明两块模块化预制保温承重墙板的一字形墙及其建造方法的一字形墙室外一侧正视示意图；Figure 11 is a schematic diagram of the front view of the outdoor side of the in-line wall of two modular prefabricated thermal insulation load-bearing wall panels and the construction method of the in-line wall of the present invention;
图中：1为上层顶梁板；2为下层顶梁板；3为板边墙骨柱；4为底梁板；5为室内墙面板；6为石膏板安装木条；7为室外墙面板；8为内填保温材料；9为板内墙骨柱；10为通风口；11为吊装孔；12为钉；13为顶梁连接板；14为板间连接件；15为防腐木或楼面板。In the figure: 1 is the upper roof beam board; 2 is the lower roof beam board; 3 is the side wall bone column; 4 is the bottom beam board; 5 is the indoor wall panel; 6 is the wooden strip installed on the gypsum board; ; 8 is the inner filling insulation material; 9 is the bone column of the inner wall of the board; 10 is the air vent; 11 is the hoisting hole; 12 is the nail; 13 is the top beam connecting plate; panel.
具体实施方式detailed description
为了进一步说明本发明，下面结合附图及实施例对本发明提供的模块化预制保温承重墙板的一字形墙及其建造方法进行详细地描述，但不能将它们理解为对本发明保护范围的限定。In order to further illustrate the present invention, the in-line wall of modular prefabricated thermal insulation load-bearing wall panels provided by the present invention and its construction method are described in detail below in conjunction with the accompanying drawings and examples, but they should not be understood as limiting the protection scope of the present invention.
一种模块化预制保温承重墙板的一字形墙及其建造方法，如图1~图11所示，包括上层顶梁板1、下层顶梁板2、板边墙骨柱3、底梁板4、室内墙面板5、石膏板安装木条6、室外墙面板7、内填保温材料8、板内墙骨柱9、通风口10、吊装孔11、钉12、顶梁连接板13、板间连接件14和防腐木或楼面板15。A modular prefabricated inline wall of thermal insulation and load-bearing wall panels and its construction method, as shown in Figures 1 to 11, including an upper roof beam plate 1, a lower roof beam plate 2, side wall stud columns 3, and a bottom beam plate 4. Indoor wall panels 5. Gypsum board installation wooden strips 6. Outdoor wall panels 7. Internal filling insulation materials 8. Board inner wall bone columns 9. Air vents 10. Hoisting holes 11. Nails 12. Top beam connecting plates 13. Plates Interconnector 14 and anticorrosion wood or floor panel 15.
两片模块化预制保温承重墙板置于防腐木或楼面板15，且并排靠紧排成一字形，模块化预制保温承重墙板的底梁板4与防腐木或楼面板15连接采用钉连接，钉子优先采用均匀分布，且均位于室内墙面板5和室外墙面板7的外侧，各施钉一排；Two pieces of modular prefabricated thermal insulation load-bearing wall panels are placed on the anti-corrosion wood or floor panel 15, and they are arranged side by side in a straight line, and the bottom beam plate 4 of the modular prefabricated thermal insulation load-bearing wall panel is connected with the anti-corrosion wood or floor panel 15 by nails , the nails are preferentially evenly distributed, and are located on the outside of the interior wall panel 5 and the exterior wall panel 7, each with a row of nails;
模块化预制保温承重墙板的板边墙骨柱3采用板间连接件14连接，板间连接件14优先采用钉连接，钉子优先采用均匀分布，且均位于室内墙面板5和室外墙面板7的外侧，各施钉一排；The bone columns 3 of the side walls of the modular prefabricated thermal insulation load-bearing wall panels are connected by the inter-panel connectors 14, and the inter-panel connectors 14 are preferably connected by nails, and the nails are preferably evenly distributed, and they are all located on the indoor wall panel 5 and the outdoor wall panel 7 on the outer side of each nail in a row;
采用顶梁连接板13在两块模块化预制保温承重墙板的顶部连接，顶梁连接板13与两侧的上层顶梁板1靠紧，且在两端施钉各一排，每排钉3~5枚，在中间钉优先采用成排施钉，优先在板内墙骨柱9处施钉；The roof beam connecting plate 13 is used to connect the tops of the two modular prefabricated thermal insulation and load-bearing wall panels. 3 to 5 pieces, nails in rows are preferred for the middle nails, and nails are given priority for 9 bone columns in the inner wall of the board;
模块化预制保温承重墙板主要包括上层顶梁板1、下层顶梁板2、板边墙骨柱3、底梁板4、室内墙面板5、石膏板安装木条6、室外墙面板7、内填保温材料8、板内墙骨柱9、通风口10、吊装孔11。The modular prefabricated thermal insulation and load-bearing wall panels mainly include the upper roof beam plate 1, the lower roof beam plate 2, the side wall bone column 3, the bottom beam plate 4, the indoor wall panel 5, the gypsum board installation wooden strip 6, the outdoor wall panel 7, Inner filling insulation material 8, panel inner wall stud column 9, air vent 10, hoisting hole 11.
两根竖直的板边墙骨柱3与一块底梁板4和一块下层顶梁板2围成一个矩形框架，底梁板4和下层顶梁板2均伸至板的两端，两根板边墙骨柱3位于底梁板4和下层顶梁板2之间，底梁板4与两根板边墙骨柱3采用钉连接，钉子均由底梁板4垂直钉入板边墙骨柱3，每个连接点施钉数量3~5个，且为一排并均匀排布，下层顶梁板2与两根板边墙骨柱3采用钉连接，钉子均由顶梁板2垂直钉入板边墙骨柱3，每个连接点施钉数量3~5根，且为一排并均匀排布；Two vertical slab side wall bone columns 3, a bottom beam 4 and a lower roof beam 2 form a rectangular frame, the bottom beam 4 and the lower roof beam 2 both extend to the two ends of the board, two The side wall bone column 3 is located between the bottom beam plate 4 and the lower roof beam plate 2, the bottom beam plate 4 and the two side wall bone columns 3 are connected by nails, and the nails are nailed vertically into the side wall by the bottom beam plate 4 Bone columns 3, the number of nails applied at each connection point is 3 to 5, and they are evenly arranged in a row. Nail vertically into the bone column 3 of the board side wall, and the number of nails applied to each connection point is 3 to 5, and they are arranged in a row and evenly arranged;
当模块化预制保温承重墙板的一字形墙及其建造方法的板长小于等于3倍板内墙骨柱9标准间距L标准时，不设置上层顶梁板1，当板长大于3倍板内墙骨柱9标准间距L标准时，在下层顶梁板2的上方设置上层顶梁板1，上层顶梁板1的长度比下层顶梁板2的长度短2.5~4.5倍的板内墙骨柱9标准间距L标准，上层顶梁板1与下层顶梁板2采用钉连接，在上层顶梁板1的两端分别施钉一组，在这两组钉之间施钉一至多组，组数不少于横跨的板内墙骨柱9数量，每组钉一字形均匀排列，一字形与排垂直，定的数量为2~4根；When the in-line wall of the modular prefabricated thermal insulation load-bearing wall panel and its construction method have a panel length less than or equal to 3 times the standard spacing L of the bone column 9 of the inner wall of the panel, the upper roof beam panel 1 is not provided, and when the panel length is greater than 3 times the inner wall When the wall stud column 9 standard spacing L is standard, the upper roof beam slab 1 is set above the lower roof beam slab 2, and the length of the upper roof beam slab 1 is 2.5 to 4.5 times shorter than the length of the lower roof beam slab 2. 9 standard spacing L standard, the upper roof beam plate 1 and the lower roof beam plate 2 are connected by nails, one set of nails are respectively applied at both ends of the upper roof beam plate 1, and one or more sets of nails are applied between these two sets of nails. The number is not less than the number of 9 bone columns on the inner wall of the slab, and each group of nails is evenly arranged in a straight line, and the straight line is perpendicular to the row, and the fixed number is 2~4;
在板边墙骨柱3之间布设多块板内墙骨柱9，其中分别各有一块板内墙骨柱9靠紧板边墙骨柱3，这两根板边墙骨柱3与下层顶梁板2、板边墙骨柱3和底梁板4均采用钉连接，钉子分别由板边墙骨柱3的外端面垂直钉入、钉子分组，每组优先选择两个，钉子的连线均水平；在这两个板内墙骨柱9之间的板内墙骨柱9在一条直线上且优先选择均匀分布，钉子分别由下层顶梁板2顶面、底梁板4底面垂直钉入板内墙骨柱9、每个连接点优先选择两根钉子；在板内墙骨柱9之间填充保温材料，板内墙骨柱9与保温材料内外侧均齐平；A plurality of slab interior wall studs 9 are arranged between the slab side wall studs 3, wherein each of them has a slab inner wall stud 9 close to the slab side wall studs 3, and these two board side wall studs 3 are connected to the lower layer The top beam plate 2, the side wall bone column 3 and the bottom beam plate 4 are all connected by nails, and the nails are vertically nailed into the outer end faces of the side wall bone column 3 respectively, and the nails are grouped. The lines are all horizontal; the studs 9 of the inner wall of the slab between the two studs 9 of the inner slab are on a straight line and preferably evenly distributed, and the nails are respectively perpendicular to the top surface of the lower roof beam slab 2 and the bottom surface of the bottom slab slab 4 Nail into the bone column 9 of the inner wall of the board, and two nails are preferred for each connection point; fill the insulation material between the bone columns 9 of the inner wall of the board, and the bone column 9 of the inner wall of the board is flush with the inner and outer sides of the thermal insulation material;
在板内墙骨柱9与保温材料的室内一侧覆盖室内墙面板5，其厚度为9~15mm，优先采用9mm，室内墙面板5四端分别达到下层顶梁板2、板边墙骨柱3和底梁板4构成的框架内侧，室内墙面板5与板内墙骨柱9采用钉连接，与板边墙骨柱3靠紧的两块板内墙骨柱9与板直接采用钉连接，其余板内墙骨柱9对应位置增设石膏板安装木条6，木条厚度为10~38mm，宽度与板内墙骨柱9的厚度相等，在石膏板安装木条6垂直施钉钉入室内墙面板5和板内墙骨柱9；石膏板安装木条6与上层顶梁板1、下层顶梁板2、板边墙骨柱3、底梁板4在室内一侧侧齐平；Cover the indoor wall panel 5 on the indoor side of the panel inner wall bone column 9 and the thermal insulation material, the thickness of which is 9-15 mm, preferably 9 mm, and the four ends of the indoor wall panel 5 respectively reach the lower roof beam plate 2 and the panel side wall bone column 3 and the bottom beam slab 4 inside the frame, the interior wall panel 5 is connected with the board inner wall stud 9 with nails, and the two board inner wall studs 9 that are close to the board side wall stud 3 are directly connected with the board with nails , add gypsum board installation wooden strips 6 at the corresponding positions of the bone columns 9 on the inner wall of the other boards, the thickness of the wooden strips is 10~38mm, and the width is equal to the thickness of the bone columns 9 on the inner wall of the board, and the wooden strips 6 installed on the gypsum boards are nailed into the room vertically The inner wall panel 5 and the inner wall bone column 9; the gypsum board installation wooden strip 6 is flush with the upper roof beam plate 1, the lower roof beam plate 2, the side wall bone column 3, and the bottom beam plate 4 on one side of the room;
在板内墙骨柱9与保温材料的室外一侧覆盖室外墙面板7，其厚度为6~12mm，优先采用6mm，室外墙面板7四端分别达到下层顶梁板2、板边墙骨柱3和底梁板4构成的框架内侧，室外墙面板7与所有板内墙骨柱9采用钉连接，垂直施钉钉入板内墙骨柱9；室外墙面板7的外表面距离上层顶梁板1、下层顶梁板2、板边墙骨柱3、底梁板4在室外一侧表面的距离为20-40mm，优先采用38mm；Cover the outdoor wall panel 7 on the outdoor side of the inner wall bone column 9 and the thermal insulation material, the thickness of which is 6-12 mm, preferably 6 mm, and the four ends of the outdoor wall panel 7 reach the lower roof beam plate 2 and the side wall bone column respectively 3 and the bottom beam slab 4 inside the frame, the exterior wall panel 7 is connected with all panel interior wall studs 9 with nails, and the nails are nailed vertically into the panel interior wall studs 9; the distance between the outer surface of the exterior wall panel 7 and the upper roof The distance between slab 1, lower roof beam slab 2, slab side wall bone column 3, and bottom beam slab 4 on the outdoor side surface is 20-40mm, preferably 38mm;
在上层顶梁板1、下层顶梁板2和底梁板4的室外一侧开设通风口10，通风口10由下至上对齐且贯通，在板内墙骨柱9之间均分别设置一个，均位于板内墙骨柱9的中线上；Vents 10 are provided on the outdoor side of the upper roof slab 1, the lower roof slab 2, and the bottom sill 4. The vents 10 are aligned and penetrated from bottom to top. They are all located on the center line of the bone column 9 of the inner wall of the panel;
在上层顶梁板1、下层顶梁板2的重叠部位，当没有上层顶梁板1时，在分别距两端为四分之一到三分之一处，且位于室内墙面板5的室内一侧，室外墙面板7的室外一侧开设4个吊装孔11。At the overlapped part of the upper roof beam 1 and the lower roof beam 2, when there is no upper roof beam 1, it is located at a quarter to a third of the distance from both ends, and is located in the interior of the indoor wall panel 5. On one side, four hoisting holes 11 are offered on the outdoor side of the outdoor wall panel 7 .
所述上层顶梁板1、下层顶梁板2和板边墙骨柱3的厚度和宽度均相等，厚度为38~89mm，优先选择38mm，宽度为140~286mm，优先选择184mm；The thickness and width of the upper roof beam plate 1, the lower roof beam plate 2 and the plate side wall bone column 3 are all equal, the thickness is 38-89mm, preferably 38mm, and the width is 140-286mm, preferably 184mm;
所述板内墙骨柱9厚度为38~89mm，优先选择38mm，宽度为89~185mm，优先选择89mm。The bone column 9 of the inner wall of the panel has a thickness of 38-89 mm, preferably 38 mm, and a width of 89-185 mm, preferably 89 mm.
所述室内墙面板5优先采用承重OSB板，所述室外墙面板7优先采用OSB板。The indoor wall panel 5 is preferably a load-bearing OSB board, and the outdoor wall panel 7 is preferably an OSB board.
所述通风口10为上层顶梁板1、下层顶梁板2和底梁板4的室外一侧向内凹进135°~180°的圆弧，圆弧与顶梁板1、下层顶梁板2和底梁板4的室外一侧平面连接为半径为2~5mm的圆弧。The air vent 10 is an arc in which the outdoor side of the upper roof beam plate 1, the lower roof beam plate 2 and the bottom beam plate 4 are recessed inward by 135°~180°. The planar connection of the outdoor side of the plate 2 and the bottom beam plate 4 is an arc with a radius of 2-5 mm.
Claims (6)
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