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CN116005870A - Pre-stress bamboo-wood structure floor slab component integration technology - Google Patents

Pre-stress bamboo-wood structure floor slab component integration technology Download PDF

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CN116005870A
CN116005870A CN202111230146.1A CN202111230146A CN116005870A CN 116005870 A CN116005870 A CN 116005870A CN 202111230146 A CN202111230146 A CN 202111230146A CN 116005870 A CN116005870 A CN 116005870A
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prestressed
frame
bamboo
wood structure
joist
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CN116005870B (en
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张楠
邓蔚文
罗泽
陈宏壘
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Beijing Shiji Tianchuang Zhiye System Integrated Technology Co ltd
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Beijing Shiji Tianchuang Zhiye System Integrated Technology Co ltd
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Abstract

本发明公开一种预应力竹木结构楼板部件集成技术,涉及装配式建筑技术领域,具体包括竹木结构楼板框架、预应力线、预应力支撑杵、密封缓冲垫、楼面板、可控累积公差缝、防水卷材、隔声填充层、圈头螺栓及花篮螺栓。在竹木结构楼板梁、搁栅之间设置可调节预应力支撑杵,预应力线跨过预应力支撑杵且两端固定在楼板框架上,通过预应力支撑杵可便捷施加及调节预应力。本发明可有效降低竹木结构大跨部件挠度的同时削弱部件之间因摩擦振动引起的噪声,从而大幅提升楼板部件整体的稳定性和隔声性能,同时还具有张拉拆卸便捷、维护维修高效、工厂标准化预制等优点。The invention discloses a prestressed bamboo-wood structure floor component integration technology, which relates to the technical field of prefabricated buildings, and specifically includes a bamboo-wood structure floor frame, prestressed lines, prestressed support pestles, sealing cushions, floor panels, and controllable accumulation tolerances seams, waterproofing membranes, sound-insulating fillers, ring-head bolts and turnbuckle bolts. Adjustable prestressed support rods are set between the bamboo-wood structure floor beams and joists. The prestressed line crosses the prestressed support rods and both ends are fixed on the floor frame. The prestress can be conveniently applied and adjusted through the prestressed support rods. The invention can effectively reduce the deflection of the large-span parts of the bamboo-wood structure and at the same time weaken the noise caused by frictional vibration between the parts, thereby greatly improving the overall stability and sound insulation performance of the floor parts, and meanwhile, it has the advantages of convenient tensioning and disassembly, and efficient maintenance and repair , factory standardized prefabrication and other advantages.

Description

一种预应力竹木结构楼板部件集成技术A prestressed bamboo-wood structure floor component integration technology

技术领域technical field

本发明涉及装配式建筑技术领域,更具体地说,特别涉及一种利用后张法预应力来降低大跨部件的挠度,同时消除由部件之间不密实、摩擦振动引起的噪声的集成技术。The present invention relates to the technical field of prefabricated buildings, and more specifically relates to an integrated technology that utilizes post-tensioning prestressing to reduce the deflection of long-span components while eliminating noise caused by non-compacted components and frictional vibration.

背景技术Background technique

竹木结构建筑以其优良的抗震性、环境友好性在国内外得到广泛推荐,但也常常因为不合理的结构设计等情况而导致楼面板的隔离撞击声性能差,尤其是低频段的噪声。传统装配式竹木部件实现隔声降噪的途径是通过在部件上安装隔音板、填充隔音棉以及涂刷具有降噪功效的涂料。由于隔音施工均在楼板、墙板结构拼装好之后 再安装或喷涂,使得整体的装配效率低下,且没有在结构、构造和集成方式上根本解决隔声降噪问题。Bamboo-wood structure buildings are widely recommended at home and abroad for their excellent earthquake resistance and environmental friendliness, but often due to unreasonable structural design and other conditions, the isolation performance of floor slabs is poor, especially for low-frequency noise. The way to achieve sound insulation and noise reduction for traditional fabricated bamboo and wood components is to install sound insulation panels on the components, fill them with sound insulation cotton, and apply paint with noise reduction effects. Since the sound insulation construction is installed or sprayed after the floor and wall panels are assembled, the overall assembly efficiency is low, and the problem of sound insulation and noise reduction has not been fundamentally solved in terms of structure, structure and integration.

此外,目前竹木结构装配部件多为非预应力结构,存在以下缺陷:1、部件跨度受限,且部件挠度过大致使部件振动摇晃;2、部件之间连接处不密实、易摩擦振动,致使部件隔离撞击声、降噪能力弱;3、整体施工装配误差大,部件与部件、构件与构件累积公差可控性低;4、建筑使用舒适度极低,楼、墙板部件抗挠降噪性能差。In addition, the current assembly parts of bamboo and wood structures are mostly non-prestressed structures, which have the following defects: 1. The span of the parts is limited, and the deflection of the parts is too large to cause the parts to vibrate; 2. The joints between the parts are not dense and easy to rub and vibrate. 3. The overall construction and assembly errors are large, and the controllability of cumulative tolerances between parts and components, components and components is low; 4. The comfort of the building is extremely low, and the floor and wall panels are resistant to deflection. Noise performance is poor.

发明内容Contents of the invention

为了克服传统竹木结构装配部件降挠隔声的不足,本发明提供一种新型预应力部件集成技术,即竹木结构预应力楼板部件集成技术,该集成技术借鉴了预应力张拉整体体系的原理,可有效降低大跨部件挠度、可控调节部件之间的累积公差,从而大幅提升楼板水平部件的降挠能力和隔声性能,同时具有现场施工简单、张拉拆卸便捷、维护维修高效、工厂标准化预制等优点,尤其适应于跨度较大的木结构场馆、教育建筑、四合院居住建筑的楼面板体系。In order to overcome the deficiency of deflection reduction and sound insulation of traditional bamboo and wood structure assembly parts, the present invention provides a new type of prestressed component integration technology, that is, bamboo and wood structure prestressed floor components integration technology, which draws lessons from the prestressed tension overall system The principle can effectively reduce the deflection of large-span components and controllably adjust the cumulative tolerance between components, thereby greatly improving the deflection reduction capability and sound insulation performance of the horizontal components of the floor. At the same time, it has the advantages of simple on-site construction, convenient tensioning and disassembly, efficient maintenance and repair, With the advantages of factory standardized prefabrication, it is especially suitable for the floor slab system of wooden structure venues with large spans, educational buildings, and courtyard residential buildings.

本发明技术方案如下:一种预应力竹木结构楼板部件集成技术,包括由标准规格构件组成的竹木结构楼板框架、预应力线、可调节预应力支撑杵、密封缓冲垫、楼面板、可控累积公差缝、防水卷材、隔声填充层、圈头螺栓及花篮螺栓。该集成部件竹木结构楼板框架由两部分构成,分别为支撑楼面板的上层搁栅框架与承重传力于柱的下层梁框架;所述部件与部件之间设置有公差缝,将可控调节装配累积公差,公差缝内增加具有缓冲性能材料,张拉部件的同时使部件之间密实受拉;所述预应力线从单一方向依次穿过搁栅框架U形构件,预应力线两端固定在最端头搁栅上,搁栅U形构件侧面开有预应力线孔,孔内安装有线孔套管;所述楼板梁框架次梁之间亦通过预应力线连接,次梁上亦开有预应力线孔及装有套管;所述的预应力线铰接在上层与下层框架长跨及短跨方向端头;所述搁栅框架与梁框架之间有防火板,梁框架底部有防水卷材,楼板框架内部隔声填充层填充有吸声降噪材料;所述竹木结构楼板梁、搁栅之间设置可调节预应力支撑杵,预应力线跨过支撑杵且两端固定在梁或搁栅上,通过预应力支撑杵可便捷施加及调节预应力;所述的可调节预应力支撑杵顶部通过支撑杵固定螺栓固定在搁栅框架U形搁栅上下两端,通过支撑固定螺栓调节预应力线弯矩水平,固定在搁栅上端的预应力支撑杵调节搁栅框架短跨方向预应力线/固定在搁栅下端的预应力支撑杵调节梁框架长跨方向预应力线;所述预应力线跨过支撑杵定滑轮,通过调节支撑杵预应力调节螺栓调节定滑轮高度。通过预应力支撑杵对预应力线施加一定应力,形变产生的反作用力于作用两端受弯构件,抵抗长跨部件荷载时产生的形变。The technical scheme of the present invention is as follows: a prestressed bamboo and wood structure floor component integration technology, including a bamboo and wood structure floor frame composed of standard specification components, prestressed lines, adjustable prestressed support pestles, sealing cushions, floor panels, adjustable Accumulated tolerance joints, waterproof membranes, sound insulation filling layers, ring head bolts and turnbuckle bolts. The bamboo-wood structure floor frame of the integrated component is composed of two parts, which are the upper joist frame supporting the floor slab and the lower beam frame bearing load and transmitting force to the column; tolerance joints are set between the parts and the controllable adjustment Assembling accumulative tolerances, adding materials with cushioning properties in the tolerance joints, tensioning the parts while making the parts densely tensed; the prestressed lines pass through the U-shaped members of the joist frame in sequence from a single direction, and the two ends of the prestressed lines are fixed On the joists at the most ends, there are prestressed wire holes on the side of the U-shaped member of the joists, and wire hole sleeves are installed in the holes; the secondary beams of the floor beam frame are also connected by prestressed wires, and the secondary beams are also opened. There are prestressed line holes and sleeves; the prestressed lines are hinged at the ends of the upper and lower frames in the long span and short span directions; there is a fireproof board between the joist frame and the beam frame, and there is a fireproof board at the bottom of the beam frame. Waterproof coiled material, the sound-insulating filling layer inside the floor frame is filled with sound-absorbing and noise-reducing materials; the bamboo-wood structure floor beams and joists are provided with adjustable prestressed support pestles, and the prestressed lines cross the support pestles and are fixed at both ends On the beam or joist, the prestress can be conveniently applied and adjusted through the prestressed support pestle; the top of the adjustable prestressed support pestle is fixed on the upper and lower ends of the U-shaped joist of the joist frame through the support pestle fixing bolts, and the The fixing bolts adjust the bending moment level of the prestressed line, the prestressed support pestle fixed on the upper end of the joist adjusts the prestressed line in the short span direction of the joist frame / the prestressed support pestle fixed at the lower end of the joist adjusts the prestressed line in the long span direction of the beam frame The prestressed line crosses the fixed pulley of the support pestle, and the height of the fixed pulley is adjusted by adjusting the prestress adjustment bolt of the support pestle. A certain stress is applied to the prestressed line through the prestressed support rod, and the reaction force generated by the deformation acts on the bending members at both ends to resist the deformation generated when the long-span component is loaded.

本发明的施工方法为:施工时,先将竹木结构楼板双层框架与防水卷材固定连接,部件与部件之间放置密封缓冲垫,且之间距离控制在预设可控累积公差缝区间内,再将预应力支撑杵固定在搁栅框架U形搁栅构件上下两端,U形搁栅构件侧边和梁框架的次梁则在相应位置开孔穿预应力线套管,再将搁栅框架短跨方向预应力线 、梁框架长跨方向预应力线和搁栅框架长跨方向预应力线穿过相应构件的线孔套管;三种预应力线端头分别与圈头螺栓或花篮螺栓参考图6连接;其次将预应力线端头的圈头螺栓与楼板框架长边与短边相应铰接固定如图3和图4;接下来通过对预应力杵和花篮螺栓施加并调节预应力,调节可控累积公差缝,使部件之间拼接密实,同时产生向上反作用力,抵抗荷载时的受压重量;相临两部件的预应力线端头螺栓相互铰接,单一竖向上两根预应力线上下交错排布如图2;最后在楼板框架内部喷涂隔声填充材料,封盖楼面板与底部防火板,到此一个竹木结构楼板部件集成完毕。The construction method of the present invention is as follows: during construction, the double-layer frame of the bamboo-wood structure floor is fixedly connected with the waterproof coiled material, and a sealing buffer pad is placed between the components, and the distance between them is controlled within the preset controllable cumulative tolerance joint interval Inside, the prestressed support pestle is fixed on the upper and lower ends of the U-shaped joist member of the joist frame, and the side of the U-shaped joist member and the secondary beam of the beam frame are opened at the corresponding positions to pass through the prestressed line sleeve, and then the The prestressed lines in the short-span direction of the joist frame, the prestressed lines in the long-span direction of the beam frame and the prestressed lines in the long-span direction of the joist frame pass through the wire hole sleeves of the corresponding components; Or turntable bolts refer to Figure 6 for connection; secondly, hinge and fix the ring head bolts at the end of the prestressed line with the long and short sides of the floor frame as shown in Figure 3 and Figure 4; then apply and adjust the prestressing pestle and turnbuckle bolts Prestressing, adjust the controllable cumulative tolerance joints, make the splicing between the parts dense, and at the same time generate upward reaction force, resisting the compressive weight when the load is applied; the bolts at the end of the prestressing line adjacent to the two parts are hinged to each other, and two in a single vertical direction The prestressed lines are arranged staggered up and down as shown in Figure 2; finally, the sound insulation filling material is sprayed inside the floor frame, and the floor slab and the bottom fireproof board are covered, and the integration of a bamboo-wood structure floor component is completed.

本发明的有益效果是:利用预应力线张拉部件与部件,使得部件之间密实,从而切断部件之间摩擦振动的发声根源;同时发挥预应力线较好的抗拉降挠性能,消除由长跨竹木结构部件形变产生的部件晃动。本集成技术有效提升部件整体稳定性,同时隔声降挠能力强,施工安装便利,工业化程度高,经济合理,可适用于较大跨度的竹木结构建筑楼面板体系。The beneficial effect of the present invention is: use the prestressed line to stretch the parts and the parts, so that the parts are dense, thereby cutting off the sound source of the frictional vibration between the parts; at the same time, the better tensile and deflection resistance of the prestressed line is exerted, eliminating the problem caused by Component shaking caused by deformation of long-span bamboo-wood structure components. This integrated technology effectively improves the overall stability of components, and at the same time has strong sound insulation and deflection reduction capabilities, convenient construction and installation, a high degree of industrialization, and reasonable economics, and can be applied to large-span bamboo-wood structure building floor slab systems.

附图说明Description of drawings

图1为本发明的竹木结构楼板部件集成体系示意图。Fig. 1 is a schematic diagram of the integrated system of bamboo and wood structure floor components of the present invention.

图2为本发明的竹木结构楼板部件连接示意图。Fig. 2 is a schematic diagram of connection of bamboo and wood structure floor components of the present invention.

图3为本发明的搁栅框架预应力线连接示意图。Fig. 3 is a schematic diagram of the connection of the prestressed wires of the joist frame of the present invention.

图4为本发明的梁框架预应力线连接示意图。Fig. 4 is a schematic diagram of connection of beam frame prestressing lines of the present invention.

图5为本发明的竹木结构楼板部件集成体系爆炸分层图。Fig. 5 is an exploded layered view of the bamboo-wood structure floor component integration system of the present invention.

图6为本发明的预应力线示意图。Fig. 6 is a schematic diagram of the prestressing line of the present invention.

图7为本发明的可调节预应力支撑杵构造图。Fig. 7 is a structural diagram of the adjustable prestressed support pestle of the present invention.

图8为本发明的圈头螺栓及花篮螺栓构造图。Fig. 8 is a structure diagram of the ring head bolt and the turnbuckle bolt of the present invention.

其中:1-竹木结构楼板框架 2-预应力线 3-预应力支撑杵 4-密封缓冲垫 5-楼面板 6-可控累积公差缝7-防水卷材 8-防火板 9-隔声填充层10-圈头螺栓 11-花篮螺栓101-搁栅框架102-梁框架 201-搁栅框架短跨方向预应力线 202-梁框架长跨方向预应力203-搁栅框架长跨方向预应力线 301-支撑杵固定螺栓302-支撑杵定滑轮303-支撑杵预应力调节螺栓。Among them: 1-bamboo-wood structure floor frame 2-prestressed line 3-prestressed support pestle 4-sealing buffer pad 5-floor panel 6-controllable cumulative tolerance joint 7-waterproof membrane 8-fireproof board 9-sound insulation filling Layer 10-ring head bolt 11-flower basket bolt 101-joist frame 102-beam frame 201-joist frame short-span direction prestressed line 202-beam frame long-span direction prestress 203-joist frame long-span direction prestressed line 301-support pestle fixing bolt 302-support pestle fixed pulley 303-support pestle prestress adjustment bolt.

具体实施方式Detailed ways

为使本发明要解决的技术问题、技术方案和优点更加清楚,下面将结合附图及具体实施例进行详细描述。In order to make the technical problems, technical solutions and advantages to be solved by the present invention clearer, the following will describe in detail with reference to the drawings and specific embodiments.

如图5所示为本发明的竹木结构楼板部件集成体系爆炸分层图,1、竹木结构楼板框架 2、预应力线 3、预应力支撑杵 4、密封缓冲垫 5、楼面板 6、可控累积公差缝7、防水卷材 8、防火板 9、隔声填充层 10、圈头螺栓 11、花篮螺栓 101、搁栅框架102、梁框架 201、搁栅框架短跨方向预应力线 202、梁框架长跨方向预应力线203、搁栅框架长跨方向预应力线 301、支撑杵固定螺栓302、支撑杵定滑轮 303、支撑杵预应力调节螺栓;如图3及图4所示的搁栅框架101与梁框架102为标准化预制部件,采用竹木结构框架,两框架之间铺设防水卷材7,首先将三者拼装固定,同时如图1所示,在竹木结构楼板部件与部件之间设置可控累积公差缝6,并且在公差缝内放置有弹性密封缓冲垫4;接下来,将所述的预应力支撑杵3顶部通过支撑杵固定螺栓固定在搁栅框架U形搁栅上下两端,并且对竹木结构楼板搁栅框架101长跨方向的搁栅构件上开预应力线孔,线孔内放置钢套管,将预应力线203依次穿过搁栅U形构件侧边,两端通过螺栓铰接在搁栅框架端头;如图3所示,所述的搁栅框架长跨方向预应力线203两端依次通过连接花篮螺栓11和圈头螺栓10铰接在搁栅框架短边;同理,在竹木结构楼板搁栅框架101短跨方向上,将预应力线201穿过预应力支撑杵3且两端铰接在搁栅长边;所述的搁栅框架短跨方向预应力线201一端直接通过圈头螺栓10铰接在搁栅长边,一端依次通过连接花篮螺栓11和圈头螺栓10铰接在搁栅框架长边;在竹木结构楼板梁框架102长跨方向上,在次梁构件上开预应力线孔,线孔内放置套管,将预应力线202依次穿过多个次梁构件及预应力支撑杵3两端铰接在梁框架短边;如图4所示,所述的梁框架长跨方向预应力线202一端直接通过圈头螺栓10铰接在梁框架短边,一端依次连接花篮螺栓11和圈头螺栓10铰接在梁框架短边;如图6所示,所述的花篮螺栓11圈头一侧连接预应力线2,勾头一侧连接圈头螺栓10;预应力线及螺栓固定完毕后,如图7所示,通过支撑固定螺栓301调节预应力线弯矩水平;所述固定在搁栅上端的预应力支撑杵调节预应力线201,固定在搁栅下端的预应力支撑杵调节预应力线202;所述预应力线跨过支撑杵定滑轮302,通过调节支撑杵预应力调节螺栓302调节定滑轮升降;接下来通过对预应力杵和花篮螺栓施加并调节预应力,使部件之间拼接密实,同时产生向上反作用力,抵抗荷载时的受压重量;如图3所示,相临两部件的预应力线端头通过圈头螺栓10相互铰接,竖向上两根预应力线上下交错排布;最后在楼板框架内部喷涂隔声填充材料9,封盖楼面板5与底部防火板8,到此一个竹木结构楼板部件集成完毕。As shown in Figure 5, it is an exploded layered diagram of the integrated system of bamboo and wood structure floor components of the present invention, 1. Bamboo and wood structure floor slab frame 2, prestressed line 3, prestressed support pestle 4, sealing buffer pad 5, floor plate 6, Controllable cumulative tolerance joint 7, waterproof membrane 8, fireproof board 9, sound insulation filling layer 10, ring head bolt 11, turnbuckle bolt 101, joist frame 102, beam frame 201, joist frame short-span direction prestressing line 202 , beam frame long-span direction prestressing line 203, joist frame long-span direction prestressing line 301, supporting pestle fixing bolt 302, supporting pestle fixed pulley 303, supporting pestle prestressing adjusting bolt; as shown in Figure 3 and Figure 4 The joist frame 101 and the beam frame 102 are standardized prefabricated components, using a bamboo-wood structure frame, and laying a waterproof membrane 7 between the two frames. First, the three are assembled and fixed. At the same time, as shown in FIG. A controllable cumulative tolerance seam 6 is set between the parts, and an elastic sealing cushion 4 is placed in the tolerance seam; next, the top of the prestressed support pestle 3 is fixed on the U-shaped shelf of the joist frame through the support pestle fixing bolt. The upper and lower ends of the grid, and prestressed line holes are opened on the joist components in the long span direction of the bamboo-wood structure floor joist frame 101, steel sleeves are placed in the line holes, and the prestressed lines 203 are sequentially passed through the U-shaped components of the joists side, both ends are hinged at the end of the joist frame through bolts; as shown in Figure 3, the two ends of the joist frame long-span direction prestressing line 203 are hinged at the end of the joist frame by connecting turnbuckle bolts 11 and ring head bolts 10 in turn. The short side of the grid frame; in the same way, in the short span direction of the bamboo-wood structure floor joist frame 101, the prestressed line 201 passes through the prestressed support pestle 3 and the two ends are hinged on the long side of the joist; the joist frame One end of the prestressing line 201 in the short-span direction is directly hinged to the long side of the joist through the ring head bolt 10, and the other end is hinged to the long side of the joist frame by connecting the turnbuckle bolt 11 and the ring head bolt 10 in turn; In the span direction, open a prestressed line hole on the secondary beam member, place a sleeve in the line hole, pass the prestressed line 202 through multiple secondary beam members and the two ends of the prestressed support rod 3 and hinge on the short side of the beam frame; As shown in Figure 4, one end of the beam frame long-span direction prestressing line 202 is directly hinged on the short side of the beam frame through the ring head bolt 10, and one end is sequentially connected to the turnbuckle bolt 11 and the ring head bolt 10 to be hinged on the short side of the beam frame; As shown in Figure 6, one side of the circle head of the turnbuckle 11 is connected to the prestressing line 2, and the side of the hook head is connected to the circle head bolt 10; after the prestressing line and the bolt are fixed, as shown in Figure 7, the The bolt 301 adjusts the bending moment level of the prestressed line; the prestressed support pestle fixed at the upper end of the joist adjusts the prestressed line 201, and the prestressed support pestle fixed at the lower end of the joist adjusts the prestressed line 202; the prestressed line spans Through the fixed pulley 302 of the supporting pestle, the lifting of the fixed pulley is adjusted by adjusting the prestressing adjustment bolt 302 of the supporting pestle; next, by applying and adjusting the prestressing force on the prestressed pestle and the turnbuckle bolt, the splicing of the parts is dense, and at the same time, an upward reaction force is generated. The compressive weight when resisting the load; as shown in Figure 3, the ends of the prestressed lines adjacent to the two parts are hinged to each other through the ring head bolts 10, and the two prestressed lines are arranged vertically in a staggered manner; finally sprayed on the inside of the floor frame The sound insulation filling material 9 covers the floor panel 5 and the bottom fireproof board 8, and the integration of a bamboo-wood structure floor component is completed here.

Claims (10)

1.一种预应力竹木结构楼板部件集成技术,该集成部件包括竹木结构楼板框架(1)、预应力线(2)、预应力支撑杵(3)、密封缓冲垫(4)、楼面板(5)、可控累积公差缝(6)、防水卷材(7)、防火板(8)、隔声填充层(9)、圈头螺栓(10)及花篮螺栓(11);其特征在于:所述集成部件木结构楼板框架(1)由两部分构成,分为支撑楼面板的上层搁栅框架(101)与承重传力于柱的下层梁框架(102);所述可调节的预应力支撑杵(3)固定在上搁栅框架U形搁栅上,预应力线(2)通过圈头螺栓(10)与花篮螺栓(11)铰接在楼板框架长跨及短跨方向端头;所述搁栅框架(101)与梁框架(102)之间有防火板(8);所述梁框架(102)底部有防水卷材(7);所述楼板框架(1)内部隔声填充层(9)填充有吸声降噪材料。1. An integration technology of prestressed bamboo and wood structure floor components, the integrated components include bamboo and wood structure floor frame (1), prestressed wire (2), prestressed support pestle (3), sealing cushion (4), floor Panel (5), controllable cumulative tolerance joint (6), waterproof membrane (7), fireproof board (8), sound insulation filling layer (9), ring head bolt (10) and turnbuckle bolt (11); its characteristics The reason is that: the wood structure floor frame (1) of the integrated component is composed of two parts, which are divided into the upper joist frame (101) supporting the floor plate and the lower beam frame (102) bearing the load and transmitting force to the column; the adjustable The prestressed support pestle (3) is fixed on the U-shaped joist of the upper joist frame, and the prestressed line (2) is hinged to the long-span and short-span direction ends of the floor frame through the ring head bolt (10) and the turnbuckle bolt (11) There is a fireproof board (8) between the joist frame (101) and the beam frame (102); there is a waterproof membrane (7) at the bottom of the beam frame (102); the sound insulation inside the floor frame (1) The filling layer (9) is filled with sound-absorbing and noise-reducing materials. 2.根据权利要求1所述的一种预应力竹木结构楼板部件集成技术,其特征在于:部件与部件之间设置有可控累积公差缝(6),公差缝之间有密封缓冲垫(4)。2. A prestressed bamboo-wood structure floor component integration technology according to claim 1, characterized in that: there is a controllable cumulative tolerance joint (6) between the components, and there is a sealing cushion between the tolerance joints ( 4). 3.根据权利要求1所述的一种预应力竹木结构楼板部件集成技术,其特征在于:竹木结构楼板搁栅框架(101)长跨方向上,搁栅U形构件上开有预应力线孔,线孔内设置有套管,预应力线(203)依次穿过搁栅U形构件,两端通过螺栓铰接在搁栅端头;所述的搁栅框架长跨方向预应力线(203)两端依次通过连接花篮螺栓(11)和圈头螺栓(10)铰接在搁栅框架短边。3. A prestressed bamboo-wood structure floor component integration technology according to claim 1, characterized in that: in the long-span direction of the joist frame (101) of the bamboo-wood structure floor, prestressed U-shaped components are opened on the joist Wire holes, sleeves are arranged in the wire holes, the prestressed wires (203) pass through the U-shaped members of the joists in sequence, and the two ends are hinged to the ends of the joists by bolts; the long-span direction prestressed wires of the joist frame ( 203) The two ends are hinged on the short side of the joist frame by connecting the turnbuckle bolts (11) and ring head bolts (10) in turn. 4.根据权利要求1所述的一种预应力竹木结构楼板部件集成技术,其特征在于:竹木结构楼板搁栅框架(101)短跨方向上,预应力线(201)穿过预应力支撑杵(3)且两端铰接在搁栅长边;所述的搁栅框架短跨方向预应力线(201)一端直接通过圈头螺栓(10)铰接在搁栅框架长边,另一端依次通过连接花篮螺栓(11)和圈头螺栓(10)铰接在搁栅框架长边。4. The integration technology of prestressed bamboo-wood structure floor components according to claim 1, characterized in that: in the short-span direction of the bamboo-wood structure floor joist frame (101), the prestress line (201) passes through the prestress The supporting pestle (3) and its two ends are hinged on the long side of the joist frame; one end of the short-span direction prestressing line (201) of the joist frame is directly hinged on the long side of the joist frame through the ring head bolt (10), and the other end is sequentially Hinged to the long side of the joist frame by connecting turnbuckle bolts (11) and ring head bolts (10). 5.根据权利要求1所述的一种预应力竹木结构楼板部件集成技术,其特征在于:竹木结构楼板梁框架(102)长跨方向上,次梁构件上开有预应力线孔,线孔内设置有套管,预应力线(202)依次穿过多个次梁构件及预应力支撑杵(3)两端铰接在梁框架短边;所述的梁框架长跨方向预应力线(202)一端直接通过圈头螺栓(10)铰接在梁框架短边,另一端依次连接花篮螺栓(11)和圈头螺栓(10)铰接在梁框架短边。5. A prestressed bamboo-wood structure floor component integration technology according to claim 1, characterized in that: in the long-span direction of the bamboo-wood structure floor beam frame (102), prestressed line holes are opened on the secondary beam components, Sleeves are arranged in the line holes, and the prestressed lines (202) pass through multiple secondary beam members and the two ends of the prestressed support pestle (3) are hinged on the short side of the beam frame; the prestressed lines in the long-span direction of the beam frame (202) One end is directly hinged to the short side of the beam frame through the ring head bolt (10), and the other end is connected to the turnbuckle bolt (11) and the ring head bolt (10) in turn to be hinged to the short side of the beam frame. 6.根据权利要求1所述的一种预应力竹木结构楼板部件集成技术,其特征在于:花篮螺栓(11)圈头一侧连接预应力线(2),勾头一侧连接圈头螺栓(10)。6. The integration technology of prestressed bamboo and wood structure floor components according to claim 1, characterized in that: the circle head side of the turnbuckle bolt (11) is connected to the prestressing line (2), and the hook head side is connected to the circle head bolt (10). 7.根据权利要求1所述的一种预应力竹木结构楼板部件集成技术,其特征在于:预应力支撑杵(3)顶部通过支撑杵固定螺栓(301)铰接在搁栅框架U形搁栅上下两端,通过支撑固定螺栓(301)调节预应力线弯矩值产生弹性形变;所述固定在搁栅上端的预应力支撑杵调节预应力线(201),固定在搁栅下端的预应力支撑杵调节预应力线(202);所述预应力线跨过支撑杵定滑轮(302),通过调节支撑杵预应力调节螺栓(303)调节定滑轮高度。7. The integration technology of prestressed bamboo and wood structure floor components according to claim 1, characterized in that: the top of the prestressed support pestle (3) is hinged to the U-shaped joist of the joist frame through the support pestle fixing bolt (301) At the upper and lower ends, the bending moment value of the prestressed line is adjusted by supporting the fixing bolts (301) to produce elastic deformation; the prestressed support pestle fixed on the upper end of the joist adjusts the prestressed line (201), and the prestressed pestle fixed on the lower end of the joist The supporting pestle adjusts the prestressing line (202); the prestressing line straddles the supporting pestle fixed pulley (302), and the height of the fixed pulley is adjusted by adjusting the supporting pestle prestress adjusting bolt (303). 8.如权利要求1所述的一种预应力竹木结构楼板部件集成技术,其特征在于:所述的预应力线(2)通过圈头螺栓铰接相临两部件,竖向两根预应力线上下排布;所述预应力线(2)为具有消除应力、抗拉特性的预应力钢绞线、预应力钢丝束、精轧螺纹钢或FRP筋等材质。8. The integration technology of prestressed bamboo and wood structure floor components as claimed in claim 1, characterized in that: said prestressed line (2) is hinged to two adjacent components through ring head bolts, and two vertical prestressed lines The lines are arranged up and down; the prestressed lines (2) are made of materials such as prestressed steel strands, prestressed steel wire bundles, precision-rolled rebar or FRP bars with stress-relieving and tensile properties. 9.根据权利要求2所述的密封缓冲垫,其特征在于:所述的密封缓冲垫(4)为耐高低温、高阻尼的三元乙丙橡胶、丁基橡胶、氯丁橡胶、丁腈橡胶、硅橡胶等材质;所述隔声填充层包含水性聚氨酯、低发泡聚氨酯、高密度eps板、矿物棉及玻璃纤维棉等具有吸声、保温隔热、防火等功效的填充材料。9. The sealing cushion according to claim 2, characterized in that: the sealing cushion (4) is high and low temperature resistant, high damping EPDM rubber, butyl rubber, neoprene, nitrile Rubber, silicone rubber and other materials; the sound-insulating filling layer includes water-based polyurethane, low-foaming polyurethane, high-density eps board, mineral wool and glass fiber cotton and other filling materials with functions such as sound absorption, thermal insulation, and fire prevention. 10.根据权利要求1所述的金属连接件,其特征在于:预应力支撑杵(3)、圈头螺栓(10)及花篮螺栓(11)全部外表面均作镀锌处理。10. The metal connector according to claim 1, characterized in that all outer surfaces of the prestressed support pestle (3), ring head bolts (10) and turnbuckle bolts (11) are galvanized.
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CN112502337A (en) * 2020-08-16 2021-03-16 广东石油化工学院 Fabricated floor, building structure with fabricated floor and construction method of building structure
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0571175A (en) * 1991-03-11 1993-03-23 Natl House Ind Co Ltd Floor panel
US6363671B1 (en) * 1999-12-08 2002-04-02 O'mara Edward Tensioned floor assembly
CN1641164A (en) * 2004-01-06 2005-07-20 邱则有 Combined reinforced concrete hollow floorslab
CN104675017A (en) * 2015-03-06 2015-06-03 东北林业大学 Novel pre-stressed continuous bamboo-wood beam popularizing device
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