CN106948533A - A kind of assembled floor - Google Patents
A kind of assembled floor Download PDFInfo
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- CN106948533A CN106948533A CN201710226438.5A CN201710226438A CN106948533A CN 106948533 A CN106948533 A CN 106948533A CN 201710226438 A CN201710226438 A CN 201710226438A CN 106948533 A CN106948533 A CN 106948533A
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- floor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明提出了一种装配式楼板,由钢筋和混凝土构成,楼板四周布置有槽钢,楼板中的钢筋焊接于槽钢的上、下外表面,与槽钢形成一体,再与混凝土浇筑成板。并且在楼板的短边方向靠近两侧的地方预留空洞,内设钢管,通过销钉与梁连接,两槽钢上边缘采用断续焊,再通过灌浆使销钉、梁和楼板形成一体。楼板的长边一侧的连接,是通过在两相邻槽钢下边缘设细钢条封堵,上边缘断续焊接,后灌浆使两个板成为一体并隐藏内部结构。采用这种楼板,其结构的强度比一般钢筋混凝土楼板高,相邻两槽钢的连接,是对钢筋的连续,并且相当于是一个内置的工字钢梁,即不占用空间又提高结构的承载力,且装配化施工,操作简单,具有很大的应用价值。
The invention proposes a prefabricated floor, which is composed of steel bars and concrete. Channel steel is arranged around the floor. The steel bars in the floor are welded to the upper and lower outer surfaces of the channel steel, and are integrated with the channel steel, and then poured with concrete to form a slab. . In addition, a cavity is reserved near the two sides of the short side of the floor, and a steel pipe is installed inside, which is connected to the beam through a pin. The connection of the long side of the floor slab is sealed by setting thin steel strips on the lower edge of two adjacent channel steels, welding the upper edge intermittently, and post-grouting to integrate the two slabs and hide the internal structure. Using this kind of floor slab, its structural strength is higher than that of ordinary reinforced concrete floor slabs. The connection of two adjacent channel steels is continuous to the steel bars, and is equivalent to a built-in I-shaped steel beam, which does not occupy space and improves the bearing capacity of the structure. Power, and assembled construction, simple operation, has great application value.
Description
技术领域technical field
本发明设计一种装配式楼板,属建筑构件领域。The invention designs an assembled floor slab, which belongs to the field of building components.
背景技术Background technique
随着国家提出建筑工业化的要求,各式各样的装配式楼板层出不穷,目前建筑物的楼板普遍存在着建筑物整体刚度差、稳定性及抗震性较差、承重能力较低、造价较高等问题,在工程中楼板接缝处采取措施困难,导致建筑物的隔音效果差。将钢材用于楼板形成的叠合楼板,楼板的承载力、刚度、抗震性能明显提高,但其实不需要那么多钢材,对于钢材就造成了浪费。As the country puts forward the requirements of building industrialization, all kinds of prefabricated floors emerge in endlessly. At present, the floors of buildings generally have problems such as poor overall rigidity, poor stability and earthquake resistance, low load-bearing capacity, and high cost. , It is difficult to take measures at the joints of the floor slabs in the project, resulting in poor sound insulation of the building. The use of steel for the laminated floor slab formed by the floor slab can significantly improve the bearing capacity, stiffness, and seismic performance of the floor slab, but in fact, so much steel is not needed, which causes a waste of steel.
发明内容Contents of the invention
本发明的目的在于提供一种装配式楼板,本发明不但可以解决目前使用钢材的预制叠合楼板浪费钢材的情况,而且还具有施工操作简单、抗震性能好、整体性能好、节省钢材等优点。楼板内部槽钢连接后可构成类工字钢的结构,相当于内埋钢梁,既节省空间又可以提高楼板整体刚度和承载能力。预制楼板的现场安装的难处在于接缝的处理,本发明很好的解决了这个问题,保证楼板具有很好的隔音效果和很好的抗渗性。The purpose of the present invention is to provide a prefabricated floor slab. The present invention can not only solve the waste of steel materials in the prefabricated laminated floor slabs currently using steel materials, but also has the advantages of simple construction operation, good seismic performance, good overall performance, and saving steel materials. After the channel steel inside the floor is connected, it can form a structure similar to I-beam, which is equivalent to the embedded steel beam, which not only saves space but also improves the overall rigidity and bearing capacity of the floor. The difficulty in on-site installation of prefabricated floor slabs lies in the treatment of joints. The present invention solves this problem very well and ensures that the floor slabs have good sound insulation effect and good impermeability.
一种装配式楼板,其特征在于:它包括楼板主体(1)、槽钢(2)和有口钢管(3)构成;有口钢管(3)位于楼板短边一侧且下部有侧面开口,楼板主体(1)内设平行于长边或短边方向的钢筋(4);槽钢(2)位于楼板主体(1)的四周且有一部分外露,钢筋(4)焊接于槽钢(2)上,槽钢(2)和钢筋(4)与混凝土整体浇筑;A prefabricated floor, characterized in that: it comprises a floor body (1), a channel steel (2) and a mouthed steel pipe (3); the mouthed steel pipe (3) is located on one side of the short side of the floor and has a side opening at the lower part, The main body of the floor (1) is provided with reinforcing bars (4) parallel to the direction of the long side or the short side; the channel steel (2) is located around the main body of the floor (1) and part of it is exposed, and the reinforcing bars (4) are welded to the channel steel (2) Above, the channel steel (2) and steel bars (4) are integrally poured with concrete;
楼板短边方向的连接是与工字钢梁(5)一起连接,将两块楼板的短边一侧置于工字钢梁(5)上,槽钢(2)的连接采用断续焊接,然后在有口钢管(3)孔中打入销钉(6)穿透工字钢梁(5),对有口钢管(3)进行灌浆,砂浆通过有口钢管(3)的开口渗入槽钢(2)连接缝,从而将两块楼板和工字钢梁(5)连接为一体;The connection in the direction of the short side of the floor slab is connected with the I-beam (5), and the short sides of the two floors are placed on the I-beam (5), and the channel steel (2) is connected by intermittent welding Then in the steel pipe with mouth (3) hole, squeeze into pin (6) to penetrate the I-beam (5), the steel pipe with mouth (3) is grouted, and the mortar penetrates into the channel steel ( 2) connecting joints, so that the two floor slabs and the I-beam (5) are connected into one;
楼板长边方向的连接是两块楼板之间的连接,楼板的长边拼接在一起,槽钢(2)接缝处的下面设置一钢条(7),槽钢(2)的连接依然采用断续焊接,然后将钢条通过断续焊连接于槽钢(2)的下部接缝处,然后通过灌浆抹平实现楼板现场连接。The connection in the direction of the long side of the floor is the connection between two floors, the long sides of the floor are spliced together, a steel bar (7) is set under the joint of the channel steel (2), and the connection of the channel steel (2) is still adopted Intermittent welding, and then the steel bar is connected to the lower seam of the channel steel (2) by intermittent welding, and then the on-site connection of the floor slab is realized by grouting and smoothing.
有益效果Beneficial effect
首先克服了传统装配式钢结构建筑预制楼板接缝复杂施工工艺的缺陷,通过简单的焊接和灌浆抹平实现楼板连接,连接后楼板接缝处有较佳的隔音效果。并且槽钢连接后形成的结构类似于工字钢梁,相当于在楼板内部埋设的工字钢梁,这样既不占用室内空间又可以提高楼板的整体刚度、承载能力、抗震能力和建筑的整体稳定性。First of all, it overcomes the defects of the complex construction process of the prefabricated floor slab joints of traditional prefabricated steel structures, and realizes the floor slab connection through simple welding and grouting. After the connection, the floor slab joints have a better sound insulation effect. And the structure formed by the channel steel connection is similar to the I-beam, which is equivalent to the I-beam buried inside the floor. stability.
附图说明Description of drawings
图1是本发明的装配式楼板示意图;Fig. 1 is a schematic diagram of a prefabricated floor of the present invention;
图2是本发明的装配式楼板的俯视图;Fig. 2 is the top view of the assembled floor of the present invention;
图3是本发明的A-A楼板剖面构造示意图;Fig. 3 is A-A floor sectional structure schematic diagram of the present invention;
图4是本发明的C-C装配式楼板连接处剖面图;Fig. 4 is the sectional view of the C-C assembled floor joint of the present invention;
图5是本发明的A-A装配式楼板连接处剖面图;Fig. 5 is a cross-sectional view of the A-A assembled floor joint of the present invention;
图6是本发明的B-B装配式楼板连接处剖面图;Fig. 6 is a sectional view of the B-B assembled floor joint of the present invention;
图中,1-楼板主体,2-槽钢,3-钢管,4-钢筋,5-工字钢梁,6-销钉,7-钢条。In the figure, 1-floor main body, 2-channel steel, 3-steel pipe, 4-steel bar, 5-I-beam, 6-pin, 7-steel bar.
具体实施方式detailed description
如附图所示,该装配式楼板由楼板主体(1)、槽钢(2)、预留空洞内设有口钢管(3)构成。有口钢管(3)位于楼板短边一侧且下部有侧面开口,楼板主体(1)内设平行于长短边方向的钢筋(4)。槽钢(2)位于楼板主体(1)的四周且有一部分外露,钢筋(4)焊接于槽钢(2)上表面,槽钢(2)和钢筋(4)与混凝土整体浇筑。As shown in the accompanying drawings, the prefabricated floor is composed of a floor main body (1), a channel steel (2), and a steel pipe (3) with a mouth in the reserved cavity. The mouthed steel pipe (3) is located on one side of the short side of the floor and has a side opening at the bottom, and the steel bar (4) parallel to the direction of the long and short sides is arranged in the main body of the floor (1). The channel steel (2) is located around the main body (1) of the floor slab and partly exposed, the steel bar (4) is welded to the upper surface of the channel steel (2), and the channel steel (2) and the steel bar (4) are integrally poured with concrete.
装配式楼板短边方向的连接是与工字钢梁(5)一起连接,将两块楼板的短边一侧置于工字钢梁(5)上,槽钢(2)的连接采用断续焊接,然后在有口钢管(3)孔中打入销钉(6)穿透工字钢梁(5),对有口钢管(3)进行灌浆,砂浆通过有口钢管(3)的开口渗入槽钢(2)连接缝,从而将两块楼板和工字钢梁(5)连接为一体。The connection in the direction of the short side of the prefabricated floor slab is connected with the I-shaped steel beam (5). Welding, then drive the pin (6) into the hole of the steel pipe with mouth (3) to penetrate the I-beam beam (5), grout the steel pipe with mouth (3), and the mortar penetrates into the groove through the opening of the steel pipe with mouth (3) Steel (2) connecting seam, thereby two floor slabs and I-beam (5) are connected as a whole.
装配式楼板长边方向的连接是两块楼板之间的连接,楼板的长边拼接在一起,槽钢(2)接缝处的下面设置一钢条(7),槽钢(2)的连接依然采用断续焊接,然后将钢条(7)通过断续焊连接于槽钢(2)的下部接缝处,然后通过灌浆抹平实现楼板现场连接。The connection in the direction of the long side of the prefabricated floor is the connection between two floors. The long sides of the floors are spliced together. A steel bar (7) is arranged under the joint of the channel steel (2). The connection of the channel steel (2) Intermittent welding is still used, and then the steel bar (7) is connected to the lower seam of the channel steel (2) by intermittent welding, and then the on-site connection of the floor slab is realized by grouting and smoothing.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710226438.5A CN106948533B (en) | 2017-04-09 | 2017-04-09 | A kind of assembled floor |
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| CN201710226438.5A CN106948533B (en) | 2017-04-09 | 2017-04-09 | A kind of assembled floor |
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| CN106948533A true CN106948533A (en) | 2017-07-14 |
| CN106948533B CN106948533B (en) | 2018-11-02 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989244A (en) * | 2017-10-23 | 2018-05-04 | 华侨大学 | A kind of assembled composite floor and its construction method |
| CN108625493A (en) * | 2018-06-30 | 2018-10-09 | 湖北神州建材有限责任公司 | Steam-pressing aero-concrete Assembled Building panel or roofing board support connecting structure |
| CN110029780A (en) * | 2019-05-13 | 2019-07-19 | 中州装备制造股份有限公司 | Skeleton and its production method of putting more energy into and equipment and structural reinforcement |
| CN110805186A (en) * | 2019-11-18 | 2020-02-18 | 西藏涛扬新型建材科技有限公司 | Assembled light floor connected node structure |
| CN111485653A (en) * | 2020-04-22 | 2020-08-04 | 深圳机械院建筑设计有限公司 | Prefabricated floor convenient to firm installation |
| CN111827553A (en) * | 2020-07-27 | 2020-10-27 | 福建兴港建工有限公司 | A kind of prefabricated floor structure and installation method |
| CN111877621A (en) * | 2020-07-06 | 2020-11-03 | 东南大学 | Precast concrete superstructure slab joint H shaped steel connected node |
| CN113006357A (en) * | 2021-03-12 | 2021-06-22 | 万普华 | Light steel grid structure integral-pressed floor and preparation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989244A (en) * | 2017-10-23 | 2018-05-04 | 华侨大学 | A kind of assembled composite floor and its construction method |
| CN108625493A (en) * | 2018-06-30 | 2018-10-09 | 湖北神州建材有限责任公司 | Steam-pressing aero-concrete Assembled Building panel or roofing board support connecting structure |
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| CN110805186A (en) * | 2019-11-18 | 2020-02-18 | 西藏涛扬新型建材科技有限公司 | Assembled light floor connected node structure |
| CN110805186B (en) * | 2019-11-18 | 2020-10-30 | 西藏涛扬新型建材科技有限公司 | Assembled light floor connected node structure |
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| CN111485653B (en) * | 2020-04-22 | 2021-06-04 | 深圳机械院建筑设计有限公司 | Prefabricated floor convenient to firm installation |
| CN111877621A (en) * | 2020-07-06 | 2020-11-03 | 东南大学 | Precast concrete superstructure slab joint H shaped steel connected node |
| CN111827553A (en) * | 2020-07-27 | 2020-10-27 | 福建兴港建工有限公司 | A kind of prefabricated floor structure and installation method |
| CN111827553B (en) * | 2020-07-27 | 2021-08-31 | 福建兴港建工有限公司 | A kind of prefabricated floor structure and installation method |
| CN113006357A (en) * | 2021-03-12 | 2021-06-22 | 万普华 | Light steel grid structure integral-pressed floor and preparation method |
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| CN106948533B (en) | 2018-11-02 |
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