CN206360172U - A kind of assembled subtracts vermex concrete laminated floor slab - Google Patents

A kind of assembled subtracts vermex concrete laminated floor slab Download PDF

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Publication number
CN206360172U
CN206360172U CN201720026839.1U CN201720026839U CN206360172U CN 206360172 U CN206360172 U CN 206360172U CN 201720026839 U CN201720026839 U CN 201720026839U CN 206360172 U CN206360172 U CN 206360172U
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layer
subtracts
floor slab
prefabricated
laminated floor
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张新兵
廖福贵
易金萍
喻江平
彭连保
张威振
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Hunan Co Ltd Of Zhong Great Designing Institute
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Hunan Co Ltd Of Zhong Great Designing Institute
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Abstract

本实用新型公开了一种装配式减隔声混凝土叠合楼板,由预制层和现浇层组成;所述预制层由底层的钢筋混凝土楼板预制层和位于其上的减隔声层组成;所述减隔声层上布置有钢筋桁架,在施工现场通过在减隔声层上现浇混凝土将钢筋桁架埋入现浇层中,并与预制层结合固定形成整体楼板。本实用新型中钢筋混凝土楼板预制层、减隔声层和现浇层分层制作,使得预制和现浇相结合,操作简单、便于施工,可赋予楼板围护和隔消音等功能,可广泛应用于装配式建筑中,具有良好的应用前景。

The utility model discloses an assembled sound-reducing concrete laminated floor slab, which is composed of a prefabricated layer and a cast-in-place layer; the prefabricated layer is composed of a reinforced concrete floor prefabricated layer on the bottom layer and a sound-reducing layer located thereon; Reinforced trusses are arranged on the sound-reducing layer, and the reinforced trusses are embedded in the cast-in-place layer by pouring concrete on the sound-reducing layer at the construction site, and combined with the prefabricated layer to form an integral floor slab. In the utility model, the prefabricated layer of the reinforced concrete floor, the sound insulation layer and the cast-in-place layer are made in layers, so that the combination of prefabrication and cast-in-place is easy to operate and convenient for construction. It can be endowed with functions such as floor enclosure and sound insulation, and can be widely used. In prefabricated buildings, it has a good application prospect.

Description

一种装配式减隔声混凝土叠合楼板A prefabricated sound-reducing concrete laminated floor slab

技术领域technical field

本实用新型属于建筑施工技术领域,具体涉及一种装配式减隔声混凝土叠合楼板。The utility model belongs to the technical field of building construction, in particular to an assembled sound-reducing concrete laminated floor slab.

背景技术Background technique

随着当前我国城镇化建设和社会主义新农村项目实施,建筑行业迎来了发展、转型和升级等机遇。传统建筑方式具有环境污染严重、现场湿作业量大和工作效率低等缺点。装配式建筑通过整合建造、管理和设计等各方面技术资源,可显著地提高建筑性能及其质量、有效控制成本和工程进度等。装配式建筑以其自身优势受到重视,国内外对其展开了大量研究并取得了丰硕研究成果,它将是建筑行业未来发展的重要方向。楼板作为建筑结构的组成部分之一,在建筑结构中起到围护、承重和结构等多重功能。传统整体现浇式楼板具有平面刚度大、整体性好和易满足使用功能等优点,但存在板厚大、经济性较差、现场作业多、进度慢和效率低等缺点。预制叠合楼板作为装配式结构中的一种新型板材,具有自重轻、质量高和装配率高等优点,但也存在抗渗性和隔音等问题,从而限制了其在特殊装配式建筑中的应用。鉴于当前预制叠合楼板面临产品种类与功能单一、隔音效果差和附属功能性不完备等问题,拟研发一种新型预制装配式减隔声混凝土叠合楼板,以弥补现有装配式建筑叠合楼板性能不足,从而对装配式建筑发展起到促进作用。With the current implementation of my country's urbanization and new socialist countryside projects, the construction industry has ushered in opportunities for development, transformation and upgrading. The traditional construction method has the disadvantages of serious environmental pollution, large amount of wet work on site, and low work efficiency. Prefabricated buildings can significantly improve building performance and quality, effectively control costs and project progress, etc. by integrating technical resources such as construction, management and design. Prefabricated buildings have been valued due to their own advantages. A lot of research has been carried out at home and abroad and fruitful research results have been achieved. It will be an important direction for the future development of the construction industry. As one of the components of the building structure, the floor slab plays multiple functions such as enclosure, load-bearing and structure in the building structure. The traditional integral cast-in-place floor slab has the advantages of large plane rigidity, good integrity and easy to meet the use functions, but has the disadvantages of large slab thickness, poor economy, more on-site operations, slow progress and low efficiency. As a new type of panel in prefabricated structures, prefabricated laminated slabs have the advantages of light weight, high quality and high assembly rate, but there are also problems such as impermeability and sound insulation, which limit their application in special prefabricated buildings . In view of the current prefabricated laminated floor slabs facing problems such as single product types and functions, poor sound insulation effect and incomplete auxiliary functions, it is proposed to develop a new type of prefabricated prefabricated sound-insulating concrete laminated floor slab to make up for the existing prefabricated building laminated floor. The performance of the floor is insufficient, which promotes the development of prefabricated buildings.

实用新型内容Utility model content

本实用新型的目的在于提供一种装配率高、隔音效果好和抗渗能力强的装配式减隔声混凝土叠合楼板。The purpose of the utility model is to provide an assembled sound-reducing concrete composite floor slab with high assembly rate, good sound insulation effect and strong impermeability.

为解决上述技术问题,本实用新型所提供的装配式减隔声混凝土叠合楼板,包括由预制层和现浇层组成;所述预制层由底层的钢筋混凝土楼板预制层和位于其上的减隔声层组成;所述减隔声层上布置有钢筋桁架,在施工现场通过在减隔声层上现浇混凝土将钢筋桁架埋入现浇层中,并与预制层结合固定形成整体楼板。In order to solve the above-mentioned technical problems, the prefabricated sound-insulating concrete laminate floor slab provided by the utility model includes a prefabricated layer and a cast-in-place layer; The sound insulation layer is composed of steel trusses arranged on the sound insulation layer, and the steel trusses are embedded in the cast-in-place layer by pouring concrete on the sound insulation layer at the construction site, and combined with the prefabricated layer to form an integral floor slab.

所述钢筋桁架由位于钢筋混凝土楼板预制层内的下弦钢筋、现浇时埋入现浇层中的上弦钢筋以及贯穿所述减隔声层并与所述下弦钢筋和上弦钢筋相连的腹杆钢筋组成。The steel bar truss consists of the lower chord reinforcement located in the prefabricated layer of the reinforced concrete floor, the upper chord reinforcement embedded in the cast-in-place layer during cast-in-place, and the web reinforcement that runs through the sound-reducing layer and is connected with the lower chord reinforcement and the upper chord reinforcement composition.

所述钢筋混凝土楼板预制层侧壁预留有搭接钢筋。The side walls of the prefabricated layer of the reinforced concrete floor slab are reserved with overlapping steel bars.

所述钢筋混凝土楼板预制层采用蒸养混凝土预制而成的。The prefabricated layer of the reinforced concrete floor slab is prefabricated by steam-cured concrete.

所述减隔声层为由聚丙烯酸酯高分子聚合物乳液和弹塑性材料颗粒拌合而成的细石混凝土浇筑而成。The sound-reducing layer is poured from fine stone concrete mixed with polyacrylate polymer emulsion and elastic-plastic material particles.

所述弹塑性材料颗粒为经硅氧烷偶联剂处理的橡胶颗粒、硅橡胶、高分子有机泡沫颗粒和硅胶颗粒中的一种或几种。The elastic-plastic material particles are one or more of rubber particles treated with siloxane coupling agent, silicone rubber, polymer organic foam particles and silica gel particles.

所述腹杆钢筋可以为一字形直条钢筋、V形弯起钢筋、W形弯起钢筋、波浪形弯折钢筋中的一种或几种。The web steel bars can be one or more of straight straight bars, V-shaped bent bars, W-shaped bent bars, and wave-shaped bent bars.

本实用新型的有益效果是:The beneficial effects of the utility model are:

1、本实用新型具有装配率高、减隔声、抗渗和整体性强等优点,适用于装配式混凝土结构体系中。1. The utility model has the advantages of high assembly rate, sound insulation reduction, impermeability and strong integrity, and is suitable for prefabricated concrete structure systems.

2、本实用新型的减隔声层采用聚丙烯酸酯高分子聚合物乳液和弹塑性材料颗粒拌合而成的细石混凝土浇筑而成,赋予建筑楼板良好的隔消声和抗渗性能。2. The sound insulation layer of the utility model is poured with fine stone concrete mixed with polyacrylate polymer emulsion and elastic-plastic material particles, which endows the building floor with good sound insulation and impermeability properties.

3、本实用新型钢筋混凝土楼板预制层、减隔声层和现浇层分层制作,使得预制和现浇相结合,操作简单、便于施工,可赋予楼板围护和隔消音等功能,可广泛应用于装配式建筑中,具有良好的应用前景。3. The prefabricated layer of the reinforced concrete floor of the utility model, the sound insulation layer and the cast-in-place layer are made in layers, so that the combination of prefabrication and cast-in-place is easy to operate and convenient for construction. Applied in prefabricated buildings, it has a good application prospect.

附图说明Description of drawings

图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;

图2为本实用新型的横截面示意图;Fig. 2 is a schematic cross-sectional view of the utility model;

图3为本实用新型中钢筋桁架结构示意图;Fig. 3 is the schematic diagram of steel bar truss structure in the utility model;

其中:1-钢筋混凝土楼板预制层;2-减隔声层;3-现浇层;4-上弦钢筋;5-下弦钢筋;6-腹杆钢筋;7-面层受力钢筋;8-构造钢筋;9-搭接钢筋;10-弹塑性材料颗粒。Among them: 1- reinforced concrete floor precast layer; 2- sound insulation layer; 3- cast-in-place layer; 4- upper chord reinforcement; 5- lower chord reinforcement; 6- web reinforcement; 7- surface stress reinforcement; 8- structure Reinforcement bar; 9-lapped steel bar; 10-elastic-plastic material particles.

具体实施方式detailed description

下面将结合附图和具体实施方式对本实用新型作进一步的说明。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.

如图1和图2所述,本实用新型所提供的装配式减隔声混凝土叠合楼板,包括由预制层和现浇层3组成;所述预制层由底层的钢筋混凝土楼板预制层1和位于其上的减隔声层2组成;所述减隔声层2上布置有钢筋桁架,在施工现场通过在减隔声层2上现浇混凝土将钢筋桁架埋入现浇层3中,并与预制层结合固定形成整体楼板,所述钢筋混凝土楼板预制层1采用蒸养混凝土预制而成的,其侧壁上预留有搭接钢筋9,通过蒸汽养护的混凝土可短时间内实现水泥水化反应,赋予钢筋混凝土楼板预制层1良好的力学性能,从而提高了预制成品生产效率、机具周转率和使用率。As shown in Figure 1 and Figure 2, the prefabricated sound-insulating concrete composite floor slab provided by the utility model includes a prefabricated layer and a cast-in-place layer 3; the prefabricated layer is composed of the bottom reinforced concrete floor precast layer 1 and It consists of a sound-insulating layer 2 on it; the sound-insulating layer 2 is arranged with steel bar trusses, and the steel bar trusses are embedded in the cast-in-place layer 3 by pouring concrete on the sound-insulating layer 2 at the construction site, and Combined with the prefabricated layer to form an integral floor, the reinforced concrete floor prefabricated layer 1 is prefabricated by steam-cured concrete, and the side wall is reserved with overlapping steel bars 9, and the concrete cured by steam can realize cement moisture in a short time. The chemical reaction endows the reinforced concrete floor prefabricated layer 1 with good mechanical properties, thereby improving the production efficiency of prefabricated products, the turnover rate of machines and tools, and the utilization rate.

如图1和图3所示,所述钢筋桁架由位于钢筋混凝土楼板预制层1内的下弦钢筋5、现浇时埋入现浇层中的上弦钢筋4以及贯穿所述减隔声层2并与所述下弦钢筋5和上弦钢筋4相连的腹杆钢筋6组成,从而使各层形成一个整体;所述上弦钢筋4和下弦钢筋5纵向放置;所述钢筋桁架为三维桁架或平面梯形钢筋桁架;所述钢筋混凝土楼板预制层1内部埋设有构造钢筋8,所述构造钢筋8横向间隔布置,并与所述下弦钢筋5相交;所述现浇层中埋设有面层受力钢筋7,所述面层受力钢筋7横向间隔布置。As shown in Figures 1 and 3, the steel bar truss consists of the lower chord reinforcement 5 located in the reinforced concrete floor prefabricated layer 1, the upper chord reinforcement 4 embedded in the cast-in-place layer during cast-in-place, and the sound-reducing layer 2 and Composed of web steel bars 6 connected with the lower chord steel bars 5 and upper chord steel bars 4, so that each layer forms a whole; the upper chord steel bars 4 and the lower chord steel bars 5 are placed longitudinally; the steel bar truss is a three-dimensional truss or a plane trapezoidal steel bar truss ; The interior of the reinforced concrete floor prefabricated layer 1 is embedded with structural steel bars 8, and the structural steel bars 8 are arranged at intervals in the transverse direction, and intersect with the lower chord steel bars 5; The stressed steel bars 7 of the surface layer are arranged at intervals in the transverse direction.

所述减隔声层2为由聚丙烯酸酯高分子聚合物乳液和弹塑性材料颗粒10拌合而成的细石混凝土浇筑而成;聚丙烯酸酯高分子聚合物乳液和弹塑性材料颗粒10可有效降低、隔消音,减隔声层2可赋予建筑楼板良好的隔消声作用,此外,聚丙烯酸酯高分子聚合物乳液填充于细石混凝土孔隙中,还可提高细石混凝土抗渗性能;所述弹塑性材料颗粒10为经硅氧烷偶联剂处理的橡胶颗粒、硅橡胶、高分子有机泡沫颗粒和硅胶颗粒中的一种或几种,通过硅氧烷偶联剂处理弹塑性材料颗粒10可改善其表面粘状况,增加弹塑性材料颗粒10表面与水泥浆体间的界面粘结力,赋予减隔声层2良好的整体性和隔音性能;所述腹杆钢筋6可以为一字形直条钢筋、V形弯起钢筋、W形弯起钢筋、波浪形弯折钢筋中的一种或几种,腹杆钢筋6主要起到联接上弦钢筋4和下弦钢筋5,并使其组成钢筋桁架结构等作用。The sound-reducing layer 2 is poured from fine stone concrete mixed with polyacrylate polymer emulsion and elastic-plastic material particles 10; polyacrylate polymer emulsion and elastic-plastic material particles 10 can be Effectively reduce and insulate sound. The sound-insulating layer 2 can give the building floor a good sound-insulating and silencing effect. In addition, polyacrylate polymer emulsion is filled in the pores of fine stone concrete, which can also improve the impermeability of fine stone concrete; The elastic-plastic material particles 10 are one or more of rubber particles, silicone rubber, polymer organic foam particles and silica gel particles treated with a siloxane coupling agent, and the elastic-plastic material is treated with a siloxane coupling agent The particle 10 can improve its surface stickiness, increase the interfacial cohesion between the surface of the elastic-plastic material particle 10 and the cement paste, and endow the sound-reducing layer 2 with good integrity and sound-insulating performance; the web steel bar 6 can be a One or more of straight straight steel bars, V-shaped curved steel bars, W-shaped curved steel bars, and wave-shaped bent steel bars. Reinforced truss structures, etc.

Claims (8)

1. a kind of assembled subtracts vermex concrete laminated floor slab, it is characterised in that:It is made up of preformed layer and in-situ layer (3);It is described Preformed layer is made up of the reinforced concrete floor preformed layer (1) and the sound insulating layer (2) that subtracts disposed thereon of bottom;It is described to subtract sound insulating layer (2) steel bar girder is disposed with, at the construction field (site) by sound insulating layer (2) is subtracted cast-in-place concrete steel bar girder is embedded to it is cast-in-place In layer (3), and is combined with preformed layer and fixed to form entirety floor.
2. assembled according to claim 1 subtracts vermex concrete laminated floor slab, it is characterised in that:The steel bar girder by Lower edge reinforcing bar (5) in reinforced concrete floor preformed layer (1), it is cast-in-place when embedment in-situ layer (3) in the reinforcing bar that winds up (4) And through web member reinforcing bar (6) composition for subtracting sound insulating layer (2) and being connected with the lower edge reinforcing bar (5) and the reinforcing bar that winds up (4).
3. assembled according to claim 1 or 2 subtracts vermex concrete laminated floor slab, it is characterised in that:The reinforcing bar is mixed Solidifying Tulou plate preformed layer (1) side wall is reserved with overlap joint reinforcing bar (9).
4. assembled according to claim 1 or 2 subtracts vermex concrete laminated floor slab, it is characterised in that:The reinforcing bar is mixed Solidifying Tulou plate preformed layer (1) is prefabricated using steam-curing concrete.
5. assembled according to claim 1 or 2 subtracts vermex concrete laminated floor slab, it is characterised in that:It is described to subtract sound insulation Layer (2) is to be poured by the pea gravel concreten of polyacrylate emulsion polymerization and elastic-plastic material particle (10) mix Build and form.
6. assembled according to claim 5 subtracts vermex concrete laminated floor slab, it is characterised in that:The elastic-plastic material During particle (10) is the rubber grain, silicon rubber, macromolecule organic foam particle and the silica gel particle that are handled through silicone coupling agents One or more.
7. assembled according to claim 2 subtracts vermex concrete laminated floor slab, it is characterised in that:The web member reinforcing bar (6) can be the one or more in in-line straight steel bar, V-arrangement bent-up bar, W shapes bent-up bar, waveform bending reinforcing steel bar.
8. assembled according to claim 2 subtracts vermex concrete laminated floor slab, it is characterised in that:The steel bar girder is Three-dimensional truss or planar trapezoidal steel bar girder.
CN201720026839.1U 2017-01-10 2017-01-10 A kind of assembled subtracts vermex concrete laminated floor slab Expired - Fee Related CN206360172U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374242A (en) * 2019-07-17 2019-10-25 梁涛 A kind of assembled laminated floor slab
CN112064848A (en) * 2020-07-17 2020-12-11 湖北神州建材有限责任公司 Assembled floor with connecting member
CN113006355A (en) * 2021-03-10 2021-06-22 蓝城乐居建设管理集团有限公司 Truss reinforced concrete laminated slab with cavity structure and preparation method thereof
CN116180958A (en) * 2022-12-14 2023-05-30 上海市建工设计研究总院有限公司 Central integrated floor

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374242A (en) * 2019-07-17 2019-10-25 梁涛 A kind of assembled laminated floor slab
CN112064848A (en) * 2020-07-17 2020-12-11 湖北神州建材有限责任公司 Assembled floor with connecting member
CN113006355A (en) * 2021-03-10 2021-06-22 蓝城乐居建设管理集团有限公司 Truss reinforced concrete laminated slab with cavity structure and preparation method thereof
CN113006355B (en) * 2021-03-10 2022-11-18 蓝城乐居建设管理集团有限公司 Truss reinforced concrete laminated slab with cavity structure and preparation method thereof
CN116180958A (en) * 2022-12-14 2023-05-30 上海市建工设计研究总院有限公司 Central integrated floor

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