[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

CN108149834A - NCCLT sound insulating floor slabs - Google Patents

NCCLT sound insulating floor slabs Download PDF

Info

Publication number
CN108149834A
CN108149834A CN201810163588.0A CN201810163588A CN108149834A CN 108149834 A CN108149834 A CN 108149834A CN 201810163588 A CN201810163588 A CN 201810163588A CN 108149834 A CN108149834 A CN 108149834A
Authority
CN
China
Prior art keywords
longitudinal
cavity
nails
ncclt
square
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.)
Pending
Application number
CN201810163588.0A
Other languages
Chinese (zh)
Inventor
章文姣
张延年
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Liaoning University of Technology
Original Assignee
Liaoning University of Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Liaoning University of Technology filed Critical Liaoning University of Technology
Priority to CN201810163588.0A priority Critical patent/CN108149834A/en
Publication of CN108149834A publication Critical patent/CN108149834A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building 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
    • E04C2/34Building 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/50Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building 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
    • E04C2/34Building 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
    • E04C2/3405Building 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 profiled spacer sheets
    • E04C2002/3472Building 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 profiled spacer sheets with multiple layers of profiled spacer sheets

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Building Environments (AREA)

Abstract

本发明提供了一种NCCLT隔音楼板,包括平端口NCCLT隔声楼板、单端阶梯口NCCLT隔声楼板、双端阶梯口NCCLT隔声楼板;平端口NCCLT隔声楼板由多个板层构成,每个板层均由多块规格木材构成,所有相邻板层的顺纹木均相互垂直;顶层和底层均为连续纵向板层,由连续排布的纵向木板构成,这两个木层之间设置若干内部带空腔纵向木板层和内部带空腔横向木板层;单端阶梯口NCCLT隔声楼板在顶层和底层的连续纵向板层的一端均分别设置单板连接阶梯口。本发明的有益效果是:完全实现工厂预制,耐久性显著提升,不损坏生态环境,成材率大幅提升,实现隔声隔热集成,内部孔洞最大化,大幅提高板材刚度和强度,减少材料用量,优越的受力性能,并具有无与伦比的变形恢复能力。

The present invention provides a kind of NCCLT sound insulation floor, including NCCLT sound insulation floor with flat port, NCCLT sound insulation floor with single-end step opening, NCCLT sound insulation floor with double end step opening; NCCLT sound insulation floor with flat port is composed of a plurality of layers, each Each ply is composed of multiple pieces of standard wood, and all adjacent plies are perpendicular to each other along the grain; the top and bottom layers are continuous longitudinal plies, composed of continuously arranged longitudinal planks, and the gap between the two plies A number of longitudinal plank layers with internal cavity and transverse plank layers with internal cavity are set; the single-end step opening NCCLT sound insulation floor is provided with veneer connecting step openings at one end of the continuous longitudinal plank layers on the top and bottom floors respectively. The beneficial effects of the present invention are: factory prefabrication is fully realized, the durability is significantly improved, the ecological environment is not damaged, the finished product rate is greatly improved, the integration of sound insulation and heat insulation is realized, the internal holes are maximized, the rigidity and strength of the board are greatly improved, and the amount of materials is reduced. Superior force performance, and has unparalleled deformation recovery ability.

Description

NCCLT隔音楼板NCCLT Acoustic Floor Slabs

技术领域technical field

本发明属于建筑技术领域,特别是涉及一种NCCLT隔音楼板。The invention belongs to the technical field of buildings, in particular to an NCCLT soundproof floor.

背景技术Background technique

据统计,建筑业消耗了地球上大约50%的能源、42%的水资源、50%的材料和48%的耕地。造成生态失衡,产生了全球24%的空气污染、50%的温室效应、40%的水源污染和50%的氯氟烃等。随着现代木结构科技及木材处理技术不断发展,已完全解决防火、防潮、防腐、防蚁、隔音等系列问题,使木材可以面对任何建筑上的挑战,而且在设计寿命和使用寿命上,木结构房屋远远长于混凝土结构房屋。木结构及其工业化的不断发展使我国建筑产业真正实现全过程的绿色、可循环、可持续。因此,古老而又现代的木结构建筑,开始逐渐回到建筑业的中心舞台,主要是木结构建筑具有巨大可持续发展等优势:①绿色:森林每生长一立方米木材,可吸收二氧化碳约850公斤。而生产1立方米钢材排放二氧化碳约12吨、1立方米混凝土排放二氧化碳约3吨。②健康:木结构建筑室内空气中含有大量的芬多精和被称为空气维他命的负离子,有益人民身心健康。③节能:木结构房屋的保温节能性能优于任何其他结构形式。木材的隔热值比混凝土高16倍,比钢材高400倍,比铝材高1600倍。④环保:木材是天然可生长材料,钢材、水泥生产造成空气、水体污染。⑤抗震性能:木结构具有优越的柔韧性,良好的延性和耗能能力。即使强烈的地震使整个建筑脱离其基础,其结构也经常完整无损。木结构韧性大,对于瞬间冲击荷载和周期性疲劳破坏有很强的抵抗能力,在所有结构中具有最佳的抗震性,这一点在许多大震中已得到充分证明。⑥耐久性:木材是一种稳定、寿命长、耐久性强的材料。我国众多古代木建筑经历了千年的风霜雪雨,依然屹立。国外大量木结构住宅,已经使用了数百年,仍发挥着较好的使用功能。⑦耐火性能:经阻燃处理的木结构具有炭化效应,其低传导性可有效阻止火焰向内蔓延,从而保证整个木结构在很长时间内不受破坏。⑧设计灵活、使用率高:与钢结构、混凝土结构和砌体结构相比,木结构的连接形式最为多样,空间布局最为灵活,使用率最高。⑨施工:木结构的施工工期最短,且不受气候影响,任何时间都可以施工。According to statistics, the construction industry consumes about 50% of the earth's energy, 42% of water resources, 50% of materials and 48% of arable land. Cause ecological imbalance, resulting in 24% of global air pollution, 50% of greenhouse effect, 40% of water pollution and 50% of chlorofluorocarbons. With the continuous development of modern wood structure technology and wood treatment technology, a series of problems such as fire prevention, moisture resistance, corrosion resistance, ant resistance, and sound insulation have been completely solved, so that wood can face any architectural challenges, and in terms of design life and service life, Wood frame houses are much longer than concrete frame houses. The continuous development of wood structure and its industrialization has enabled my country's construction industry to truly realize the whole process of green, recyclable and sustainable. Therefore, ancient and modern wooden structures are beginning to gradually return to the center stage of the construction industry. The main reason is that wooden structures have great advantages in sustainable development: ① Green: Every cubic meter of wood grown in a forest can absorb about 850 carbon dioxide Kilogram. The production of 1 cubic meter of steel emits about 12 tons of carbon dioxide, and 1 cubic meter of concrete emits about 3 tons of carbon dioxide. ②Health: The indoor air of wooden structures contains a large amount of phytoncide and negative ions called air vitamins, which are beneficial to people's physical and mental health. ③ Energy saving: The thermal insulation and energy saving performance of wooden structure houses is better than any other structural forms. The thermal insulation value of wood is 16 times higher than concrete, 400 times higher than steel, and 1600 times higher than aluminum. ④Environmental protection: Wood is a natural growth material, and the production of steel and cement causes air and water pollution. ⑤Seismic performance: wood structure has superior flexibility, good ductility and energy dissipation capacity. Even when strong earthquakes knock entire buildings off their foundations, their structures often remain intact. Wooden structures have high toughness, strong resistance to instantaneous impact loads and periodic fatigue damage, and have the best seismic resistance among all structures, which has been fully proved in many large earthquakes. ⑥Durability: Wood is a stable, long-lived and durable material. Many ancient wooden buildings in our country have experienced wind, frost, snow and rain for thousands of years, and they are still standing. A large number of wooden structure houses in foreign countries have been used for hundreds of years and still play a good use function. ⑦Fire resistance: The fire-resistant wood structure has a carbonization effect, and its low conductivity can effectively prevent the flame from spreading inward, thus ensuring that the entire wood structure will not be damaged for a long time. ⑧Flexible design and high utilization rate: Compared with steel structure, concrete structure and masonry structure, wood structure has the most diverse connection forms, the most flexible space layout and the highest utilization rate. ⑨Construction: The construction period of the wooden structure is the shortest, and it is not affected by the climate, and can be constructed at any time.

木结构建筑不仅具有巨大可持续发展优势,且具有巨大工业化优势:①装配化率高:混凝土结构很难超过80%,而木结构可达到100%。②标准化、通用化率高:木结构材料单一,标准化、通用化程度比混凝土结构高。③车间自动化水平高:木结构可加工性强,车间构件生产的自动化率远高于混凝土结构。④加工成本低:木结构构件无需模具、浇筑及养护,加工省时、省工、省钱。⑤加工精度高:木结构加工过程均采用机床程控操作,加工精度高。⑥运输成本低:木结构不仅质量轻,且外形更规整,无大量的外露钢筋。⑦装配速度快:装配混凝土结构仍需要大量的湿作业,与之相比,木结构施工工期能缩短几倍。⑧工人要求低:混凝土结构装配需要大批高素质的专业队伍,大量精准操作、灌浆与现浇。尤其大量的钢筋连接,操作难度大。而木结构的安装操作显著简化。⑨大部品总成装配:由于木结构质量轻,更规整,因此可以采用大部品总成装配,工业化程度更高。Wooden structure buildings not only have huge sustainable development advantages, but also have huge industrialization advantages: ① High assembly rate: it is difficult for concrete structures to exceed 80%, while wood structures can reach 100%. ② High rate of standardization and generalization: wood structure has a single material, and the degree of standardization and generalization is higher than that of concrete structure. ③ High level of automation in the workshop: The wood structure has strong machinability, and the automation rate of the workshop component production is much higher than that of the concrete structure. ④Low processing cost: wooden structural components do not need moulds, pouring and maintenance, and processing saves time, labor and money. ⑤ High processing precision: The process of processing wood structures is controlled by machine tools with high processing precision. ⑥ Low transportation cost: The wooden structure is not only light in weight, but also more regular in shape, without a large number of exposed steel bars. ⑦ Fast assembly speed: Assembling concrete structures still requires a lot of wet work, compared with that, the construction period of wooden structures can be shortened several times. ⑧Low requirements for workers: Concrete structure assembly requires a large number of high-quality professional teams, a large number of precise operations, grouting and cast-in-place. In particular, a large number of steel bars are connected, and the operation is difficult. And the installation operation of the wooden structure is significantly simplified. ⑨Assembly of major parts: Since the wooden structure is lighter and more regular, it can be assembled with major parts, and the degree of industrialization is higher.

交错层积木(CLT)是一种新型木建筑材料,采用窑干规格指接材经分拣和切割成木方,经正交(90度)叠放后,使用高强度材料胶合成实木板材,可按要求定制面积和厚度;其特点是将横纹和竖纹交错排布的规格木材胶合成型,强度可替代混凝土材料,经有关测试表明:以该材料组合成的木建筑物抗震性能良好。Cross-laminated timber (CLT) is a new type of wood building material. It uses kiln-dried specification finger-jointed timber to be sorted and cut into wooden squares. The area and thickness can be customized according to requirements; its characteristic is that the standard wood with horizontal and vertical grains is glued together, and its strength can replace concrete materials. The relevant tests show that the wooden buildings made of this material have good seismic performance.

CLT本质上就具有很强的承重能力,并且不论是在纵向,还是横向组合应用方面,都可以作为一种重要的承重材料。理论上讲, CLT可以用于高达10层木结构建筑的结构材料,并且可以作为水泥或钢材的替代材料。CLT has a strong load-bearing capacity in nature, and it can be used as an important load-bearing material in both vertical and horizontal combined applications. Theoretically, CLT can be used as a structural material for timber buildings up to 10 stories high, and as a substitute for cement or steel.

CLT属重型木结构,大面积的交错层压木材板,可直接切口后,作为建筑的外墙、楼板和屋面板等,适合用于地面以上建筑;因该技术具有高效、高速施工的优势,且对天气要求低,可极大地提高施工进度。CLT固有极好的耐火性,这与重型木结构的特性相似:一旦发生火灾,CLT木板材料表层会以一定的速率缓慢地碳化并且同时能较长时间的维持内部原有的结构强度。因此这种炭化效果也能进一步保证木板的结构强度。在地震频发的地区,在安全设计过程中考虑的重点是结构体系的抗震能力。CLT作为一种建筑材料与其它在建造中使用到的连接件和紧固件一起保证了整体结构具有较强的抗震能力。取材天然,绿色环保,在整个生命周期内,可大幅减少温室气体排放;对施工条件要求低,建造安装快速,节省工期,从而降低成本;相比传统建材,材质轻,对基础要求不高,有利于加快施工进度且降低成本;交错层压木材的木结构建筑防火、抗震性能优异。CLT is a heavy-duty wood structure. Large-area cross-laminated wood panels can be cut directly and used as exterior walls, floor slabs, and roof panels of buildings. They are suitable for buildings above the ground; because this technology has the advantages of efficient and high-speed construction, And it has low requirements on the weather, which can greatly improve the construction progress. CLT has inherently excellent fire resistance, which is similar to the characteristics of heavy wood structures: once a fire occurs, the surface layer of CLT wood materials will slowly carbonize at a certain rate and at the same time maintain the original internal structural strength for a long time. Therefore, this carbonization effect can further ensure the structural strength of the board. In areas with frequent earthquakes, the key consideration in the safety design process is the seismic capacity of the structural system. As a building material, CLT, together with other connectors and fasteners used in construction, ensures that the overall structure has strong earthquake resistance. The material is natural, green and environmentally friendly, and can greatly reduce greenhouse gas emissions throughout the life cycle; it has low requirements for construction conditions, fast construction and installation, and saves construction time, thereby reducing costs; compared with traditional building materials, the material is light and the requirements for the foundation are not high. It is beneficial to speed up the construction progress and reduce the cost; the wood structure building with cross-laminated wood has excellent fireproof and earthquake resistance performance.

然而CLT也存在着自身的缺点:①采用的结构胶的稳定期往往只有50年,部分结构胶稳定期不足20年,而木结构建筑结构寿命往往长达数百年,甚至数千年,结构胶的稳定性严重影响结构的耐久性。②大量使用结构胶,不仅有害健康,也对环境产生一定破坏。③木材胶合时需要其表面像镜子一样平,成材率显著降低。④保温、隔声等材料无法集成,增加现场工序、延长工期、增加成本。However, CLT also has its own shortcomings: ①The stability period of the structural adhesive used is often only 50 years, and the stability period of some structural adhesives is less than 20 years, while the life span of wood structure buildings is often hundreds or even thousands of years. The stability of the glue seriously affects the durability of the structure. ② Extensive use of structural adhesives is not only harmful to health, but also causes certain damage to the environment. ③ When wood is glued, its surface needs to be as flat as a mirror, and the yield of wood is significantly reduced. ④Materials such as thermal insulation and sound insulation cannot be integrated, which increases on-site procedures, prolongs the construction period, and increases costs.

发明内容Contents of the invention

为了提高CLT的耐久性,采用钉钉连接代替胶连接,不再采用化工产品,延长CL的使用年限,并且避免了环境污染。大幅提高板材成材率,并且采用大量的内部空腔设计方法,不仅进行保温、隔声的技术集成,更使同样板材的刚度、受力性能显著提高,更具有良好的恢复变形能力。In order to improve the durability of CLT, nail connections are used instead of glue connections, chemical products are no longer used, the service life of CL is extended, and environmental pollution is avoided. Greatly improve the yield of the board, and adopt a large number of internal cavity design methods, not only integrate the technology of heat preservation and sound insulation, but also significantly improve the stiffness and mechanical performance of the same board, and have good recovery and deformation capabilities.

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:

NCCLT隔音楼板,包括平端口NCCLT隔声楼板、单端阶梯口NCCLT隔声楼板、双端阶梯口NCCLT隔声楼板;所述平端口NCCLT隔声楼板由多个板层构成,每个板层均由多块规格木材构成,所有相邻板层的顺纹木均相互垂直;顶层和底层均为连续纵向板层,由连续排布的纵向木板构成,这两个木层之间设置若干内部带空腔纵向木板层和内部带空腔横向木板层;NCCLT sound insulation floor, including flat port NCCLT sound insulation floor, single-end stepped NCCLT sound insulation floor, double-end stepped NCCLT sound insulation floor; the flat port NCCLT sound insulation floor is composed of multiple layers, each layer It is composed of multiple pieces of standard wood, and the woods along the grain of all adjacent layers are perpendicular to each other; the top layer and the bottom layer are continuous longitudinal layers, which are composed of longitudinal planks arranged continuously, and a number of internal belts are set between these two layers. cavity longitudinal plies and internal cavity transverse plies;

内部带空腔纵向木板层的两块空腔纵向端板(3)分别位于两端,空腔纵向端板(3)之间均匀分布若干空腔纵向内板(4),所有空腔纵向端板(3)和空腔纵向内板(4)均相互平行;空腔纵向端板(3)和空腔纵向内板(4)的所有板的间距为2-5块板的宽度,且在两端部均分别设置填充横向端板(11),且均各自成排对齐,并在两排填充横向端板(11)之间设置若干排填充横向内板(10);空腔纵向端板(3)的板宽为空腔纵向内板(4)板宽的1-2倍;填充横向端板(11)和填充横向内板(10)的各排间距为5-10块板的间距,形成纵向空腔(14);Two cavity longitudinal end plates (3) with cavity longitudinal wood layers inside are respectively located at both ends, a number of cavity longitudinal inner plates (4) are evenly distributed between the cavity longitudinal end plates (3), and all cavity longitudinal ends The plate (3) and the cavity longitudinal inner plate (4) are all parallel to each other; the distance between all the plates of the cavity longitudinal end plate (3) and the cavity longitudinal inner plate (4) is the width of 2-5 plates, and Filling transverse end plates (11) are respectively arranged at both ends, and are all aligned in rows, and several rows of filling transverse inner plates (10) are arranged between two rows of filling transverse end plates (11); the cavity longitudinal end plates The plate width of (3) is 1-2 times of the plate width of the longitudinal inner plate (4) of the cavity; the spacing of each row of the filling transverse end plate (11) and the filling transverse inner plate (10) is the spacing of 5-10 plates , forming a longitudinal cavity (14);

内部带空腔横向木板层的两块空腔横向端板(8)分别位于两端,空腔横向端板(8)之间均匀分布若干空腔横向内板(9),所有空腔横向端板(8)和空腔横向内板(9)均相互平行;空腔横向端板(8)、空腔横向内板(9)的所有板的间距为3-8块板的宽度,且在两端部均分别设置填充纵向端板(6),且均各自成排对齐,并在两排填充纵向端板(6)之间设置若干排填充纵向内板(5);填充纵向端板(6)的板宽为填充纵向内板(5)板宽的1-1.5倍;填充纵向端板(6)和填充纵向内板(5)的各排间距为5-10块板的间距,形成横向空腔(15);The two cavity transverse end plates (8) with the cavity transverse wood layer inside are located at both ends respectively, and several cavity transverse inner plates (9) are evenly distributed between the cavity transverse end plates (8), and all the cavity transverse end plates The plate (8) and the cavity transverse inner plate (9) are all parallel to each other; the spacing of all the plates of the cavity transverse end plate (8) and the cavity transverse inner plate (9) is the width of 3-8 plates, and in Filling longitudinal end plates (6) are respectively arranged at both ends, and are aligned in rows, and several rows of filling longitudinal inner plates (5) are arranged between two rows of filling longitudinal end plates (6); the filling longitudinal end plates ( 6) The plate width is 1-1.5 times of the plate width of the filling longitudinal inner plate (5); the spacing of each row of the filling longitudinal end plate (6) and the filling longitudinal inner plate (5) is the spacing of 5-10 plates, forming Transverse cavity (15);

在顶层和底层两个连续纵向板层与相邻的内部带空腔横向木板层之间均设置轻薄隔声布(12),在其他层间选择设置轻薄隔声布(12);各层的空腔纵向内板(4)、填充纵向内板(5)、空腔横向内板(9)、填充横向内板(10)、纵向空腔(14)、横向空腔(15)均各自上下对齐;各层木层采用钉(13)连接;在空腔纵向端板(3)和空腔横向端板(8)重叠的长方形中心,开设吊装与支护孔(17);Light and thin sound insulation cloth (12) is arranged between the two continuous longitudinal board layers of the top layer and the bottom layer and the adjacent internal transverse wood board layer with cavity, and light and thin sound insulation cloth (12) is selected between other layers; The cavity longitudinal inner panel (4), the filling longitudinal inner panel (5), the cavity transverse inner panel (9), the filling transverse inner panel (10), the longitudinal cavity (14), and the transverse cavity (15) are all up and down respectively Alignment; each layer of wood is connected by nails (13); at the center of the rectangle where the cavity longitudinal end plate (3) and the cavity transverse end plate (8) overlap, a hoisting and support hole (17) is provided;

单端阶梯口NCCLT隔声楼板与平端口NCCLT隔声楼板的区别在于:在顶层和底层的连续纵向板层的一端均分别设置单板连接阶梯口(16),单板连接阶梯口(16)的厚度为板厚,宽度为典型纵向木板(1)的一半;当需调整宽度时,采用连接口纵向配板(2)替换最外侧典型纵向木板(1);The difference between the single-ended stepped NCCLT sound-insulated floor and the flat-ended NCCLT sound-insulated floor is that one end of the continuous longitudinal slab on the top floor and the bottom layer is respectively provided with a single-plate connecting stepped opening (16), and the single-plate connecting stepped opening (16) The thickness is the plate thickness, and the width is half of the typical longitudinal plank (1); when the width needs to be adjusted, the outermost typical longitudinal plank (1) is replaced by the longitudinal matching plate (2) at the connection port;

双端阶梯口NCCLT隔声楼板与平端口NCCLT隔声楼板的区别在于:在顶层和底层的连续纵向板层的两端均分别设置单板连接阶梯口(16),单板连接阶梯口(16)的厚度为板厚,宽度为典型纵向木板(1)的一半;当需调整宽度时,采用连接口纵向配板(2)替换最外侧典型纵向木板(1)。The difference between the NCCLT sound insulation floor with double-ended step opening and the NCCLT sound insulation floor with flat port is that the two ends of the continuous longitudinal slabs on the top and bottom floors are respectively provided with a single-board connection step opening (16), and the single-board connection step opening (16 ) is the thickness of the board, and the width is half of the typical longitudinal plank (1); when the width needs to be adjusted, the outermost typical longitudinal plank (1) is replaced by the joint longitudinal matching plate (2).

进一步地,所述钉(13)的钉射位置为各层横纵木正交重叠施钉单元(13-1)内;根据重合面积大小可选择每个单元钉射4根、8根或9根钉(13);Further, the nailing position of the nails (13) is in the nailing unit (13-1) of each layer of horizontal and vertical timbers overlapping each other; according to the size of the overlapping area, 4, 8 or 9 nails can be selected for each unit. root nail (13);

钉射4根:钉(13)均钉射在外环施钉方形(13-2)或内环施钉方形(13-3)上,外环施钉方形(13-2)距离横纵木正交重叠施钉单元(13-1)的距离满足规范规定最小间距的1-3倍,外环施钉方形(13-2)与内环施钉方形(13-3)的间距为距离满足规范规定最小间距的1-2倍;奇数层钉分布为:其中两个钉(13)在外环施钉方形(13-2)的对角上,另外两个钉(13)在内环施钉方形(13-3)与外环施钉方形(13-2)交叉的对角上;偶数层钉分布为:与奇数层钉(13)相对应的位置外环施钉方形(13-2)与内环施钉方形(13-3)均互换位置;4 nails: the nails (13) are all nailed on the outer ring nailing square (13-2) or the inner ring nailing square (13-3), the distance between the outer ring nailing square (13-2) and the horizontal and vertical wood The distance between the orthogonal overlapping nailing units (13-1) meets 1-3 times the minimum spacing specified in the code, and the distance between the outer ring nailing square (13-2) and the inner ring nailing square (13-3) meets the distance 1-2 times the minimum spacing stipulated in the specification; the distribution of nails in odd layers is as follows: two of the nails (13) are on the opposite corners of the nailing square (13-2) on the outer ring, and the other two nails (13) are on the inner ring. The nail square (13-3) intersects the outer ring nail square (13-2) on the opposite corner; the distribution of even-numbered layer nails is: the position corresponding to the odd-number layer nails (13) and the outer ring nail square (13-2 ) and the nailing square (13-3) in the inner ring are interchanged;

钉射8根:其中4个钉(13)与仅钉射4个钉(13)的位置相同,另外 4个钉(13)的位置为:奇数层钉分布为:两个钉(13)在外环施钉方形(13-2)的两个相对的边的中点,另外两个钉(13)在内环施钉方形(13-3)与外环施钉方形(13-2)交叉的两个相对的边的中点;偶数层钉分布为:与奇数层钉(13)相对应的位置外环施钉方形(13-2)与内环施钉方形(13-3)均互换位置;Shooting 8 nails: where 4 nails (13) are at the same position as only 4 nails (13) are nailed, the positions of the other 4 nails (13) are: the distribution of nails in odd layers is: two nails (13) are in The midpoint of the two opposite sides of the outer ring nailing square (13-2), the other two nails (13) cross the inner ring nailing square (13-3) and the outer ring nailing square (13-2) The midpoint of the two opposite sides; the distribution of even-numbered layer nails is as follows: the outer ring nailing square (13-2) and the inner ring nailing square (13-3) at the positions corresponding to the odd-numbered layer nails (13) are mutually Change position;

钉射9根:其中8个钉(13)与仅钉射8个钉(13)的位置相同;内环施钉方形(13-3)或外环施钉方形(13-2)的对边中点连线连线构成4个象限,当奇数层钉(13)在第一象限角部,偶数层为第三象限的角部;当奇数层钉(13)在第二象限角部,偶数层为第四象限的角部。9 nails shot: 8 nails (13) are at the same position as only 8 nails (13) are nailed; the opposite side of the inner ring nailing square (13-3) or the outer ring nailing square (13-2) Midpoint connection lines form 4 quadrants, when the odd-numbered layers nail (13) is at the corner of the first quadrant, the even-numbered layers are the corners of the third quadrant; when the odd-numbered layers nail (13) is at the second quadrant corner, the even-numbered The layer is the corner of the fourth quadrant.

与现有技术相比,本发明的有益效果是:Compared with prior art, the beneficial effect of the present invention is:

完全实现工厂预制,耐久性显著提升,不损坏生态环境,成材率大幅提升,实现隔声隔热集成,内部孔洞最大化,大幅提高板材刚度和强度,减少材料用量,优越的受力性能,并具有无与伦比的变形恢复能力。NCCLT建造房屋成本低,加工简单,施工方便,大幅度提高安装效率,降低造价。The factory prefabrication is fully realized, the durability is significantly improved, the ecological environment is not damaged, the finished product rate is greatly improved, the integration of sound insulation and heat insulation is realized, the internal holes are maximized, the rigidity and strength of the board are greatly improved, the amount of materials is reduced, the superior mechanical performance, and Has unrivaled recovery from deformation. NCCLT has low cost of building houses, simple processing and convenient construction, which greatly improves installation efficiency and reduces construction costs.

附图说明Description of drawings

图1为平端口NCCLT隔声楼板俯视图。Figure 1 is a top view of the flat port NCCLT sound insulation floor.

图2为平端口NCCLT隔声楼板俯视图纵向端侧视图。Figure 2 is a top view and a longitudinal end side view of a flat port NCCLT sound insulation floor.

图3为平端口NCCLT隔声楼板俯视图横向端侧视图。Fig. 3 is a top view and a transverse end side view of a flat port NCCLT sound insulation floor.

图4为平端口NCCLT隔声楼板的内部带空腔纵向木板层示意图。Fig. 4 is a schematic diagram of the longitudinal wood layer with cavity inside the NCCLT sound insulation floor slab with flat port.

图5为平端口NCCLT隔声楼板的内部带空腔横向木板层示意图。Fig. 5 is a schematic diagram of the horizontal wood layer with cavity inside the NCCLT sound insulation floor with flat ports.

图6为单端阶梯口NCCLT隔声楼板俯视图纵向端侧视图。Fig. 6 is a longitudinal end side view of the top view of the NCCLT sound insulation floor with a single-ended step opening.

图7为双端阶梯口NCCLT隔声楼板俯视图纵向端侧视图。Fig. 7 is a longitudinal end side view of the top view of the NCCLT sound insulation floor with double-ended stepped openings.

图8a为奇数层横纵木板相交方形4钉布置图。Figure 8a is a layout diagram of square 4 nails intersected by odd-numbered horizontal and vertical planks.

图8b为偶数层横纵木板相交方形4钉布置图。Fig. 8b is a layout diagram of square 4 nails intersected by even-numbered horizontal and vertical planks.

图9a为奇数层横纵木板相交方形8钉布置图。Figure 9a is a layout diagram of square 8 nails intersected by odd-numbered horizontal and vertical planks.

图9b为偶数层横纵木板相交方形8钉布置图。Figure 9b is a layout diagram of square 8 nails intersected by even-numbered horizontal and vertical planks.

图10a为奇数层横纵木板相交方形9钉布置图。Figure 10a is a layout diagram of square 9 nails intersected by odd-numbered horizontal and vertical planks.

图10b为偶数层横纵木板相交方形9钉布置图。Figure 10b is a layout diagram of square 9 nails intersected by even-numbered horizontal and vertical planks.

图中:1为典型纵向木板;2为连接口纵向配板;3为空腔纵向端板;4为空腔纵向内板;5为填充纵向内板;6为填充纵向端板;8为空腔横向端板;9为空腔横向内板;10为填充横向内板;11为填充横向端板;12为轻薄隔声布;13为钉;14为纵向空腔;15为横向空腔;16为单板连接阶梯口;17为吊装与支护孔;13-1为横纵木正交重叠施钉单元;13-2为外环施钉方形;13-3为内环施钉方形。In the figure: 1 is a typical longitudinal plank; 2 is the longitudinal matching plate of the connection; 3 is the longitudinal end plate of the cavity; 4 is the longitudinal inner plate of the cavity; 5 is the filling longitudinal inner plate; 6 is the filling longitudinal end plate; 8 is empty 9 is the transverse inner plate of the cavity; 10 is the transverse inner plate for filling; 11 is the transverse end plate for filling; 12 is light and thin sound insulation cloth; 13 is the nail; 14 is the longitudinal cavity; 15 is the transverse cavity; 16 is the step opening for veneer connection; 17 is the hoisting and support hole; 13-1 is the orthogonal overlapping nailing unit of horizontal and vertical wood; 13-2 is the nailing square of the outer ring; 13-3 is the nailing square of the inner ring.

具体实施方式Detailed ways

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NCCLT隔音楼板进行详细地描述,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 NCCLT sound insulation floor provided by the present invention will be described in detail below in conjunction with the accompanying drawings and embodiments, but they should not be understood as limiting the protection scope of the present invention.

实施例Example

如图1~图10所示,一种NCCLT隔音楼板,主要包括平端口NCCLT隔声楼板、单端阶梯口NCCLT隔声楼板、双端阶梯口NCCLT隔声楼板;平端口NCCLT隔声楼板由多个板层构成,每个板层均由多块规格木材构成,所有相邻板层的顺纹木均相互垂直;顶层和底层均为连续纵向板层,由连续排布的纵向木板构成,这两个木层之间设置若干内部带空腔纵向木板层和内部带空腔横向木板层;As shown in Figures 1 to 10, a NCCLT sound insulation floor mainly includes a flat port NCCLT sound insulation floor, a single-ended stepped NCCLT sound insulation floor, and a double-ended stepped NCCLT sound insulation floor; the flat port NCCLT sound insulation floor consists of multiple Consisting of three plies, each ply is composed of multiple pieces of standard wood, and the woods along the grain of all adjacent plies are perpendicular to each other; the top and bottom layers are continuous longitudinal plies, which are composed of continuously arranged longitudinal planks. A plurality of internal cavity longitudinal plank layers and internal cavity transverse plank layers are arranged between the two wooden layers;

内部带空腔纵向木板层的两块空腔纵向端板(3)分别位于两端,空腔纵向端板(3)之间均匀分布若干空腔纵向内板(4),所有空腔纵向端板(3)和空腔纵向内板(4)均相互平行;在空腔纵向端板(3)和空腔纵向内板(4)的所有板的间距为2-5块板的宽度,且在两端部均分别设置填充横向端板(11),且均各自成排对齐,并两排填充横向端板(11)之间,设置若干排填充横向内板(10);空腔纵向端板(3)的板宽为空腔纵向内板(4)板宽的1-2倍;填充横向端板(11)和填充横向内板(10)的各排间距为5-10块板的间距,形成纵向空腔(14);Two cavity longitudinal end plates (3) with cavity longitudinal wood layers inside are respectively located at both ends, a number of cavity longitudinal inner plates (4) are evenly distributed between the cavity longitudinal end plates (3), and all cavity longitudinal ends The plates (3) and the longitudinal inner plates (4) of the cavity are all parallel to each other; the distance between all the plates of the longitudinal end plates (3) of the cavity and the longitudinal inner plates (4) of the cavity is the width of 2-5 plates, and Filling transverse end plates (11) are respectively arranged at both ends, and are all aligned in rows, and between two rows of filling transverse end plates (11), several rows of filling transverse inner plates (10) are arranged; the longitudinal ends of the cavity The plate width of the plate (3) is 1-2 times of the plate width of the longitudinal inner plate (4) of the cavity; spacing, forming a longitudinal cavity (14);

内部带空腔横向木板层的两块空腔横向端板(8)分别位于两端,空腔横向端板(8)之间均匀分布若干空腔横向内板(9),所有空腔横向端板(8)和空腔横向内板(9)均相互平行;在空腔横向端板(8)、空腔横向内板(9)的所有板的间距为3-8块板的宽度,且在两端部均分别设置填充纵向端板(6),且均各自成排对齐,并两排填充纵向端板(6)之间,设置若干排填充纵向内板(5);填充纵向端板(6)的板宽为填充纵向内板(5)板宽的1-1.5倍;填充纵向端板(6)和填充纵向内板(5)的各排间距为5-10块板的间距,形成横向空腔(15);The two cavity transverse end plates (8) with the cavity transverse wood layer inside are located at both ends respectively, and several cavity transverse inner plates (9) are evenly distributed between the cavity transverse end plates (8), and all the cavity transverse end plates The plates (8) and the cavity transverse inner plates (9) are all parallel to each other; the distance between all the plates of the cavity transverse end plates (8) and the cavity transverse inner plates (9) is the width of 3-8 plates, and Filling longitudinal end plates (6) are respectively arranged at both ends, and are all aligned in rows, and between two rows of filling longitudinal end plates (6), several rows of filling longitudinal inner plates (5) are arranged; the filling longitudinal end plates The plate width of (6) is 1-1.5 times of the plate width of filling longitudinal inner plate (5); the spacing of each row of filling longitudinal end plate (6) and filling longitudinal inner plate (5) is the spacing of 5-10 plates, forming a transverse cavity (15);

在顶层和底层两个连续纵向板层与相邻的内部带空腔横向木板层之间均设置轻薄隔声布(12),在其他层间选择设置轻薄隔声布(12);各层的空腔纵向内板(4)、填充纵向内板(5)、空腔横向内板(9)、填充横向内板(10)、纵向空腔(14)、横向空腔(15)均各自上下对齐;各层木层采用钉(13)连接;在空腔纵向端板(3)和空腔横向端板(8)重叠的长方形中心,开设吊装与支护孔(17);Light and thin sound insulation cloth (12) is arranged between the two continuous longitudinal board layers of the top layer and the bottom layer and the adjacent internal transverse wood board layer with cavity, and light and thin sound insulation cloth (12) is selected between other layers; The cavity longitudinal inner panel (4), the filling longitudinal inner panel (5), the cavity transverse inner panel (9), the filling transverse inner panel (10), the longitudinal cavity (14), and the transverse cavity (15) are all up and down respectively Alignment; each layer of wood is connected by nails (13); at the center of the rectangle where the cavity longitudinal end plate (3) and the cavity transverse end plate (8) overlap, a hoisting and support hole (17) is provided;

单端阶梯口NCCLT隔声楼板与平端口NCCLT隔声楼板的区别在于:在顶层和底层的连续纵向板层的一端均分别设置单板连接阶梯口(16),单板连接阶梯口(16)的厚度为板厚,宽度为典型纵向木板(1)的一半;当需调整宽度时,采用连接口纵向配板(2)替换最外侧典型纵向木板(1);The difference between the single-ended stepped NCCLT sound-insulated floor and the flat-ended NCCLT sound-insulated floor is that one end of the continuous longitudinal slab on the top floor and the bottom layer is respectively provided with a single-plate connecting stepped opening (16), and the single-plate connecting stepped opening (16) The thickness is the plate thickness, and the width is half of the typical longitudinal plank (1); when the width needs to be adjusted, the outermost typical longitudinal plank (1) is replaced by the longitudinal matching plate (2) at the connection port;

双端阶梯口NCCLT隔声楼板与平端口NCCLT隔声楼板的区别在于:在顶层和底层的连续纵向板层的两端均分别设置单板连接阶梯口(16),单板连接阶梯口(16)的厚度为板厚,宽度为典型纵向木板(1)的一半;当需调整宽度时,采用连接口纵向配板(2)替换最外侧典型纵向木板(1)。The difference between the NCCLT sound insulation floor with double-ended step opening and the NCCLT sound insulation floor with flat port is that the two ends of the continuous longitudinal slabs on the top and bottom floors are respectively provided with a single-board connection step opening (16), and the single-board connection step opening (16 ) is the thickness of the board, and the width is half of the typical longitudinal plank (1); when the width needs to be adjusted, the outermost typical longitudinal plank (1) is replaced by the joint longitudinal matching plate (2).

所述钉(13)的钉射位置为各层横纵木正交重叠施钉单元(13-1)内;根据重合面积大小可选择每个单元钉射4根、8根或9根钉(13);The nailing position of the nails (13) is in the nailing unit (13-1) of each layer of horizontal and vertical timbers overlapping each other; according to the size of the overlapping area, each unit can be selected to nail 4, 8 or 9 nails ( 13);

钉射4根:钉(13)均钉射在外环施钉方形(13-2)或内环施钉方形(13-3),外环施钉方形(13-2)距离横纵木正交重叠施钉单元(13-1)的距离满足规范规定最小间距的1-3倍,外环施钉方形(13-2)与内环施钉方形(13-3)的间距为距离满足规范规定最小间距的1-2倍;奇数层钉分布为:其中两个钉(13)在外环施钉方形(13-2)的对角上,另外两个钉(13)在内环施钉方形(13-3)与外环施钉方形(13-2)交叉的对角上;偶数层钉分布为:与奇数层钉(13)相对应的位置外环施钉方形(13-2)与内环施钉方形(13-3)均互换位置;4 nails: the nails (13) are all nailed on the outer ring nailing square (13-2) or the inner ring nailing square (13-3), the distance between the outer ring nailing square (13-2) and the vertical wooden square The distance between overlapping nailing units (13-1) meets 1-3 times the minimum spacing specified in the code, and the distance between the outer ring nailing square (13-2) and the inner ring nailing square (13-3) is the distance that meets the code 1-2 times the specified minimum spacing; the distribution of odd-numbered layer nails is: two of the nails (13) are on the opposite corners of the nailing square (13-2) on the outer ring, and the other two nails (13) are nailing on the inner ring The square (13-3) intersects with the outer ring nailing square (13-2) on the opposite corner; the distribution of even-numbered layer nails is: the outer ring nailing square (13-2) at the position corresponding to the odd-numbered layer nails (13) The position is exchanged with the nailing square (13-3) in the inner ring;

钉射8根:其中4个钉(13)与仅钉射4个钉(13)的位置相同,另外 4个钉(13)的位置为:奇数层钉分布为:两个钉(13)在外环施钉方形(13-2)的两个相对的边的中点,另外两个钉(13)在内环施钉方形(13-3)与外环施钉方形(13-2)交叉的两个相对的边的中点;偶数层钉分布为:与奇数层钉(13)相对应的位置外环施钉方形(13-2)与内环施钉方形(13-3)均互换位置;Shooting 8 nails: where 4 nails (13) are at the same position as only 4 nails (13) are nailed, the positions of the other 4 nails (13) are: the distribution of nails in odd layers is: two nails (13) are in The midpoint of the two opposite sides of the outer ring nailing square (13-2), the other two nails (13) cross the inner ring nailing square (13-3) and the outer ring nailing square (13-2) The midpoint of the two opposite sides; the distribution of even-numbered layer nails is as follows: the outer ring nailing square (13-2) and the inner ring nailing square (13-3) at the positions corresponding to the odd-numbered layer nails (13) are mutually Change position;

钉射9根:其中8个钉(13)与仅钉射8个钉(13)的位置相同;内环施钉方形(13-3)或外环施钉方形(13-2)的对边中点连线连线构成4个象限,当奇数层钉(13)在第一象限角部,偶数层为第三象限的角部;当奇数层钉(13)在第二象限角部,偶数层为第四象限的角部。9 nails shot: 8 nails (13) are at the same position as only 8 nails (13) are nailed; the opposite side of the inner ring nailing square (13-3) or the outer ring nailing square (13-2) Midpoint connection lines form 4 quadrants, when the odd-numbered layers nail (13) is at the corner of the first quadrant, the even-numbered layers are the corners of the third quadrant; when the odd-numbered layers nail (13) is at the second quadrant corner, the even-numbered The layer is the corner of the fourth quadrant.

以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that, for those of ordinary skill in the art, without departing from the principle of the present invention, some improvements and modifications can also be made, and these improvements and modifications can also be made. It should be regarded as the protection scope of the present invention.

Claims (2)

1.NCCLT隔音楼板,包括平端口NCCLT隔声楼板、单端阶梯口NCCLT隔声楼板、双端阶梯口NCCLT隔声楼板;其特征在于:1. NCCLT sound insulation floor, including flat port NCCLT sound insulation floor, single-end stepped NCCLT sound insulation floor, double-ended stepped NCCLT sound insulation floor; it is characterized in that: 所述平端口NCCLT隔声楼板由多个板层构成,每个板层均由多块规格木材构成,所有相邻板层的顺纹木均相互垂直;顶层和底层均为连续纵向板层,由连续排布的纵向木板构成,这两个木层之间设置若干内部带空腔纵向木板层和内部带空腔横向木板层;The flat port NCCLT sound insulation floor is composed of a plurality of slabs, and each slab is composed of multiple pieces of specification wood, and the woods along the grain of all adjacent slabs are perpendicular to each other; the top and bottom layers are continuous longitudinal slabs, It is composed of longitudinal planks arranged continuously, and a number of longitudinal plank layers with internal cavities and transverse plank layers with internal cavities are arranged between these two layers of wood; 内部带空腔纵向木板层的两块空腔纵向端板(3)分别位于两端,空腔纵向端板(3)之间均匀分布若干空腔纵向内板(4),所有空腔纵向端板(3)和空腔纵向内板(4)均相互平行;空腔纵向端板(3)和空腔纵向内板(4)的所有板的间距为2-5块板的宽度,且在两端部均分别设置填充横向端板(11),且均各自成排对齐,并在两排填充横向端板(11)之间设置若干排填充横向内板(10);空腔纵向端板(3)的板宽为空腔纵向内板(4)板宽的1-2倍;填充横向端板(11)和填充横向内板(10)的各排间距为5-10块板的间距,形成纵向空腔(14);Two cavity longitudinal end plates (3) with cavity longitudinal wood layers inside are respectively located at both ends, a number of cavity longitudinal inner plates (4) are evenly distributed between the cavity longitudinal end plates (3), and all cavity longitudinal ends The plate (3) and the cavity longitudinal inner plate (4) are all parallel to each other; the distance between all the plates of the cavity longitudinal end plate (3) and the cavity longitudinal inner plate (4) is the width of 2-5 plates, and Filling transverse end plates (11) are respectively arranged at both ends, and are all aligned in rows, and several rows of filling transverse inner plates (10) are arranged between two rows of filling transverse end plates (11); the cavity longitudinal end plates The plate width of (3) is 1-2 times of the plate width of the longitudinal inner plate (4) of the cavity; the spacing of each row of the filling transverse end plate (11) and the filling transverse inner plate (10) is the spacing of 5-10 plates , forming a longitudinal cavity (14); 内部带空腔横向木板层的两块空腔横向端板(8)分别位于两端,空腔横向端板(8)之间均匀分布若干空腔横向内板(9),所有空腔横向端板(8)和空腔横向内板(9)均相互平行;空腔横向端板(8)、空腔横向内板(9)的所有板的间距为3-8块板的宽度,且在两端部均分别设置填充纵向端板(6),且均各自成排对齐,并在两排填充纵向端板(6)之间设置若干排填充纵向内板(5);填充纵向端板(6)的板宽为填充纵向内板(5)板宽的1-1.5倍;填充纵向端板(6)和填充纵向内板(5)的各排间距为5-10块板的间距,形成横向空腔(15);The two cavity transverse end plates (8) with the cavity transverse wood layer inside are located at both ends respectively, and several cavity transverse inner plates (9) are evenly distributed between the cavity transverse end plates (8), and all the cavity transverse end plates The plate (8) and the cavity transverse inner plate (9) are all parallel to each other; the spacing of all the plates of the cavity transverse end plate (8) and the cavity transverse inner plate (9) is the width of 3-8 plates, and in Filling longitudinal end plates (6) are respectively arranged at both ends, and are aligned in rows, and several rows of filling longitudinal inner plates (5) are arranged between two rows of filling longitudinal end plates (6); the filling longitudinal end plates ( 6) The plate width is 1-1.5 times of the plate width of the filling longitudinal inner plate (5); the spacing of each row of the filling longitudinal end plate (6) and the filling longitudinal inner plate (5) is the spacing of 5-10 plates, forming Transverse cavity (15); 在顶层和底层两个连续纵向板层与相邻的内部带空腔横向木板层之间均设置轻薄隔声布(12),在其他层间选择设置轻薄隔声布(12);各层的空腔纵向内板(4)、填充纵向内板(5)、空腔横向内板(9)、填充横向内板(10)、纵向空腔(14)、横向空腔(15)均各自上下对齐;各层木层采用钉(13)连接;在空腔纵向端板(3)和空腔横向端板(8)重叠的长方形中心,开设吊装与支护孔(17);Light and thin sound insulation cloth (12) is arranged between the two continuous longitudinal board layers of the top layer and the bottom layer and the adjacent internal transverse wood board layer with cavity, and light and thin sound insulation cloth (12) is selected between other layers; The cavity longitudinal inner panel (4), the filling longitudinal inner panel (5), the cavity transverse inner panel (9), the filling transverse inner panel (10), the longitudinal cavity (14), and the transverse cavity (15) are all up and down respectively Alignment; each layer of wood is connected by nails (13); at the center of the rectangle where the cavity longitudinal end plate (3) and the cavity transverse end plate (8) overlap, a hoisting and support hole (17) is provided; 单端阶梯口NCCLT隔声楼板与平端口NCCLT隔声楼板的区别在于:在顶层和底层的连续纵向板层的一端均分别设置单板连接阶梯口(16),单板连接阶梯口(16)的厚度为板厚,宽度为典型纵向木板(1)的一半;当需调整宽度时,采用连接口纵向配板(2)替换最外侧典型纵向木板(1);The difference between the single-ended stepped NCCLT sound-insulated floor and the flat-ended NCCLT sound-insulated floor is that one end of the continuous longitudinal slab on the top floor and the bottom layer is respectively provided with a single-plate connecting stepped opening (16), and the single-plate connecting stepped opening (16) The thickness is the plate thickness, and the width is half of the typical longitudinal plank (1); when the width needs to be adjusted, the outermost typical longitudinal plank (1) is replaced by the longitudinal matching plate (2) at the connection port; 双端阶梯口NCCLT隔声楼板与平端口NCCLT隔声楼板的区别在于:在顶层和底层的连续纵向板层的两端均分别设置单板连接阶梯口(16),单板连接阶梯口(16)的厚度为板厚,宽度为典型纵向木板(1)的一半;当需调整宽度时,采用连接口纵向配板(2)替换最外侧典型纵向木板(1)。The difference between the NCCLT sound insulation floor with double-ended step opening and the NCCLT sound insulation floor with flat port is that the two ends of the continuous longitudinal slabs on the top and bottom floors are respectively provided with a single-board connection step opening (16), and the single-board connection step opening (16 ) is the thickness of the board, and the width is half of the typical longitudinal plank (1); when the width needs to be adjusted, the outermost typical longitudinal plank (1) is replaced by the joint longitudinal matching plate (2). 2.根据权利要求1所述的NCCLT隔音楼板,其特征在于:所述钉(13)的钉射位置为各层横纵木正交重叠施钉单元(13-1)内;根据重合面积大小可选择每个单元钉射4根、8根或9根钉(13);2. NCCLT soundproof floor slab according to claim 1, is characterized in that: the nail shooting position of described nail (13) is in the nailing unit (13-1) of each layer horizontal and vertical wood orthogonal overlap; According to overlapping area size 4, 8 or 9 nails per unit can be selected (13); 钉射4根:钉(13)均钉射在外环施钉方形(13-2)或内环施钉方形(13-3)上,外环施钉方形(13-2)距离横纵木正交重叠施钉单元(13-1)的距离满足规范规定最小间距的1-3倍,外环施钉方形(13-2)与内环施钉方形(13-3)的间距为距离满足规范规定最小间距的1-2倍;奇数层钉分布为:其中两个钉(13)在外环施钉方形(13-2)的对角上,另外两个钉(13)在内环施钉方形(13-3)与外环施钉方形(13-2)交叉的对角上;偶数层钉分布为:与奇数层钉(13)相对应的位置外环施钉方形(13-2)与内环施钉方形(13-3)均互换位置;4 nails: the nails (13) are all nailed on the outer ring nailing square (13-2) or the inner ring nailing square (13-3), the distance between the outer ring nailing square (13-2) and the horizontal and vertical wood The distance between the orthogonal overlapping nailing units (13-1) meets 1-3 times the minimum spacing specified in the code, and the distance between the outer ring nailing square (13-2) and the inner ring nailing square (13-3) meets the distance 1-2 times the minimum spacing stipulated in the specification; the distribution of nails in odd layers is as follows: two of the nails (13) are on the opposite corners of the nailing square (13-2) on the outer ring, and the other two nails (13) are on the inner ring. The nail square (13-3) intersects the outer ring nail square (13-2) on the opposite corner; the distribution of even-numbered layer nails is: the position corresponding to the odd-number layer nails (13) and the outer ring nail square (13-2 ) and the nailing square (13-3) in the inner ring are interchanged; 钉射8根:其中4个钉(13)与仅钉射4个钉(13)的位置相同,另外 4个钉(13)的位置为:奇数层钉分布为:两个钉(13)在外环施钉方形(13-2)的两个相对的边的中点,另外两个钉(13)在内环施钉方形(13-3)与外环施钉方形(13-2)交叉的两个相对的边的中点;偶数层钉分布为:与奇数层钉(13)相对应的位置外环施钉方形(13-2)与内环施钉方形(13-3)均互换位置;Shooting 8 nails: where 4 nails (13) are at the same position as only 4 nails (13) are nailed, the positions of the other 4 nails (13) are: the distribution of nails in odd layers is: two nails (13) are in The midpoint of the two opposite sides of the outer ring nailing square (13-2), the other two nails (13) cross the inner ring nailing square (13-3) and the outer ring nailing square (13-2) The midpoint of the two opposite sides; the distribution of even-numbered layer nails is as follows: the outer ring nailing square (13-2) and the inner ring nailing square (13-3) at the positions corresponding to the odd-numbered layer nails (13) are mutually Change position; 钉射9根:其中8个钉(13)与仅钉射8个钉(13)的位置相同;内环施钉方形(13-3)或外环施钉方形(13-2)的对边中点连线连线构成4个象限,当奇数层钉(13)在第一象限角部,偶数层为第三象限的角部;当奇数层钉(13)在第二象限角部,偶数层为第四象限的角部。9 nails shot: 8 nails (13) are at the same position as only 8 nails (13) are nailed; the opposite side of the inner ring nailing square (13-3) or the outer ring nailing square (13-2) Midpoint connection lines form 4 quadrants, when the odd-numbered layers nail (13) is at the corner of the first quadrant, the even-numbered layers are the corners of the third quadrant; when the odd-numbered layers nail (13) is at the second quadrant corner, the even-numbered The layer is the corner of the fourth quadrant.
CN201810163588.0A 2018-02-27 2018-02-27 NCCLT sound insulating floor slabs Pending CN108149834A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810163588.0A CN108149834A (en) 2018-02-27 2018-02-27 NCCLT sound insulating floor slabs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810163588.0A CN108149834A (en) 2018-02-27 2018-02-27 NCCLT sound insulating floor slabs

Publications (1)

Publication Number Publication Date
CN108149834A true CN108149834A (en) 2018-06-12

Family

ID=62456072

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810163588.0A Pending CN108149834A (en) 2018-02-27 2018-02-27 NCCLT sound insulating floor slabs

Country Status (1)

Country Link
CN (1) CN108149834A (en)

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0214088A1 (en) * 1985-09-02 1987-03-11 BSB Holzkonstruktionen AG Wood construction element for the realisation of plane constructions
CN1092838A (en) * 1993-03-24 1994-09-28 建筑方法有限公司 Building board and use the building of this kind sheet material
JP2000291236A (en) * 1999-04-01 2000-10-17 Mitsuba:Kk Glued laminated bamboo floor member and floor structure using the same
CN2426505Y (en) * 2000-03-26 2001-04-11 廖菊生 Prefabricated component for wood house
AU2007100518B4 (en) * 2007-06-15 2007-08-02 Macholdings (Aust) Pty Ltd Building Construction System
CN101021090A (en) * 2007-02-02 2007-08-22 中国林业科学研究院木材工业研究所 Floor slab for wooden structural building and producing method thereof
FR3006698A1 (en) * 2013-06-10 2014-12-12 Grands Magasins De La Samaritaine Maison Ernest Cognacq SLAB FOR FLOOR AND FLOOR COMPRISING SUCH SLAB
CN105421649A (en) * 2015-11-26 2016-03-23 魏琳娜 Staggered laminated wood material
CN105544757A (en) * 2016-01-29 2016-05-04 沈阳建筑大学 Hollow cross-ply laminated building block bearing plate
CN106401022A (en) * 2016-05-26 2017-02-15 沈阳建筑大学 Line-shaped wall with modularized prefabricated thermal insulating load bearing wallboards
CN208870204U (en) * 2018-02-27 2019-05-17 沈阳建筑大学 NCCLT insulation board with door opening

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0214088A1 (en) * 1985-09-02 1987-03-11 BSB Holzkonstruktionen AG Wood construction element for the realisation of plane constructions
CN1092838A (en) * 1993-03-24 1994-09-28 建筑方法有限公司 Building board and use the building of this kind sheet material
JP2000291236A (en) * 1999-04-01 2000-10-17 Mitsuba:Kk Glued laminated bamboo floor member and floor structure using the same
CN2426505Y (en) * 2000-03-26 2001-04-11 廖菊生 Prefabricated component for wood house
CN101021090A (en) * 2007-02-02 2007-08-22 中国林业科学研究院木材工业研究所 Floor slab for wooden structural building and producing method thereof
AU2007100518B4 (en) * 2007-06-15 2007-08-02 Macholdings (Aust) Pty Ltd Building Construction System
FR3006698A1 (en) * 2013-06-10 2014-12-12 Grands Magasins De La Samaritaine Maison Ernest Cognacq SLAB FOR FLOOR AND FLOOR COMPRISING SUCH SLAB
CN105421649A (en) * 2015-11-26 2016-03-23 魏琳娜 Staggered laminated wood material
CN105544757A (en) * 2016-01-29 2016-05-04 沈阳建筑大学 Hollow cross-ply laminated building block bearing plate
CN106401022A (en) * 2016-05-26 2017-02-15 沈阳建筑大学 Line-shaped wall with modularized prefabricated thermal insulating load bearing wallboards
CN208870204U (en) * 2018-02-27 2019-05-17 沈阳建筑大学 NCCLT insulation board with door opening

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
刘晨晓;: "住宅楼双层空心楼板隔声设计", 山西建筑, no. 29 *
刘芯彤;席飞;杨晓林;孙友富;: "木结构建筑隔声技术研究进展", 林产工业, no. 07 *
王元清;袁霞;张延年;祝磊;刘明;管乃彦;: "拼装式混凝土双向叠合楼板承载性能试验研究", 湖南大学学报(自然科学版), no. 09 *

Similar Documents

Publication Publication Date Title
CN105421649A (en) Staggered laminated wood material
CN106592825A (en) Assembly type wood frame energy-saving shear wall
CN105256921A (en) Modularized light timberwork environment-friendly and energy-saving wall
CN108193788A (en) NCCLT thermal insulation boards and attaching method thereof
CN108374499A (en) NCCLT thermal insulation boards and its with basis connection method
CN208168122U (en) Nail connection cross-bedding building blocks sound insulating floor slab
CN208137157U (en) Insulation board with window hole
CN108149834A (en) NCCLT sound insulating floor slabs
CN209227757U (en) Modular Nail Laminated Building Block Thermal Insulation Multifunctional Structural Board
CN108204057A (en) The connection method of NCCLT thermal insulation boards and its wallboard and roof boarding
CN208870204U (en) NCCLT insulation board with door opening
CN208309856U (en) Insulation board
CN208309878U (en) Insulation board Side fascia and roof boarding connecting node
CN108222301A (en) NCCLT thermal insulation boards with door opening and attaching method thereof
CN105926858B (en) Timber structure coupled column
CN205955014U (en) Wood structural grouping post
CN211714227U (en) Modular direction-changing variable-thickness nailing laminated building block heat-insulation structural plate
CN209261033U (en) Reinforced Modular Nail Laminated Building Block Thermal Insulation Structural Board
CN205600890U (en) Quadrature nailed joint lamination wood processingequipment
CN105799003B (en) Orthogonal nail articulamentum building blocks processing unit (plant) and its processing method
CN209260937U (en) Modular Nail Laminated Building Block Insulation Board
CN209227756U (en) Wall panel and roof panel joint of modular nailed laminated building block thermal insulation multifunctional structural panel
CN209261032U (en) Modular nailed laminated building block insulation load bearing board
CN209369090U (en) Modular Nail Laminated Building Block Acoustic Structural Panels
CN108193789A (en) NCCLT thermal insulation boards with window hole and attaching method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180612