WO2019007229A1 - 楼板系统 - Google Patents

楼板系统 Download PDF

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Publication number
WO2019007229A1
WO2019007229A1 PCT/CN2018/092841 CN2018092841W WO2019007229A1 WO 2019007229 A1 WO2019007229 A1 WO 2019007229A1 CN 2018092841 W CN2018092841 W CN 2018092841W WO 2019007229 A1 WO2019007229 A1 WO 2019007229A1
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WO
WIPO (PCT)
Prior art keywords
keel
keels
floor
floor slab
module units
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PCT/CN2018/092841
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English (en)
French (fr)
Inventor
盛雄
Original Assignee
辰泰（广德）智能科技建筑有限公司
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Application filed by 辰泰（广德）智能科技建筑有限公司 filed Critical 辰泰（广德）智能科技建筑有限公司
Priority to AU2018296444A priority Critical patent/AU2018296444A1/en
Publication of WO2019007229A1 publication Critical patent/WO2019007229A1/zh

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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/88—Insulating elements for both heat and sound

Definitions

  • the invention relates to a floor system.
  • the slabs are mainly light steel structure and reinforced concrete structure.
  • Light steel slabs are constructed of light steel keels between steel beams.
  • the upper and lower sealing plates are filled with insulation materials. This type of construction requires on-site construction. Construction, resulting in more construction waste, more keel, complex installation, large workload, and general stability, sound insulation effect is general.
  • the concrete floor slab has better stability and stronger structural strength, but its own weight is heavier.
  • large-scale machinery is required to participate in the construction. Applicable, at the same time the technical requirements for on-site installation are high, ordinary workers can not operate, and after the installation is completed, the slab can not be reused and reused, does not meet the requirements of green buildings, and the sound insulation effect is worse than the insulation material.
  • the present invention provides a floor system to solve at least one of the above technical problems.
  • a floor system comprising a plurality of floor module units, each unit being provided with two first keels having a C-shaped cross section and two second keels having a C-shaped cross section.
  • the first keel and the second keel are connected end to end in sequence, the first keel and the second keel form a rectangular box, the rectangular box is covered with a cement board, and the plurality of floor module units are connected side by side through the second keel.
  • the size of the first keel and the second keel can be changed according to the force calculation requirement, and the slabs of different sizes can be formed by assembling according to the design requirements, thereby realizing modular design and factory production suitable for different floor slab size requirements. .
  • the slab system installation process does not require the use of large-scale mechanical equipment, only 2-3 people can complete the installation work, solving the problem of outdoor (such as scenic tourist areas, mountain areas, woodland, etc.) can not use large mechanical equipment under special terrain conditions.
  • the invention is a complete product after the factory is finished, and the assembly only needs to be assembled on site, and no processing is required, which solves the problem of large workload on the spot and does not generate a large amount of construction waste.
  • a plurality of bending members are further included, one end of the bending member is disposed on one of the second keels, and the other end is disposed on the other second keel, and the plurality of bending members are all at the same elevation.
  • the bent piece is fixed to the second keel by welding.
  • a reinforcing mesh is also included, the reinforcing mesh is welded to the bottom surface of the bending member, and the reinforcing mesh divides the rectangular frame horizontally into the first cavity and the second cavity.
  • the first cavity is provided with a sound insulating material or the like, and the second cavity provides a convenient construction space for the installation process, such as convenient connection and arrangement of the wires, and sufficient operation space for the bolt installation.
  • the first cavity is provided with a sound insulating material
  • the cement board is located on one side of the sound insulating material. Insulation materials can play the role of thermal insulation and sound insulation.
  • the method further includes at least two steel beams, the steel beams are overlapped on the vertical force receiving members of the external building, the steel beam side is provided with angle steel through the stiffening plate, and one end of the floor plate is disposed on the angle steel of one of the steel beams. The other end is placed on the angle of the other steel beam.
  • the angle steel acts to transfer the floor load to the beam.
  • two adjacent floor module units are fixedly connected by anchors. Thereby, the two adjacent floor module units can be fixed together by bolts.
  • the bend member is C-shaped.
  • the C-shaped bent piece can function as a fixed reinforcing mesh.
  • the width of the floor is 0.6 m or 1.2 m.
  • the width of the floor slab can be easily processed and installed by using 0.6m or 1.2m.
  • Figure 1 is a schematic structural view (front view) of the present invention (a floor system of an embodiment);
  • Figure 2 is a schematic structural view (main view) of a single floor module unit in the floor system shown in Figure 1;
  • Figure 3 is a cross-sectional structural view of the floor panel shown in Figure 2 along the A-A direction;
  • Figure 4 is a cross-sectional structural view of the floor system of Figure 1 taken along the B-B direction;
  • Figure 5 is a partially enlarged schematic view showing the floor system of Figure 4.
  • Figure 6 is a schematic view showing the installation structure of the floor panel shown in Figure 3.
  • 1 to 6 schematically show the structure of a floor system of an embodiment of the present invention.
  • a floor system that includes a plurality of floor module units (the size and number of floor module units can be adjusted according to the size of the entire floor, such that It meets the design requirements).
  • FIG. 1 is a front elevational view of a floor system of the present invention.
  • multiple floor module units need to be installed together.
  • the installed plurality of floor module units in Fig. 1 are horizontally placed, that is, the front side of the floor of Fig. 1 is horizontal.
  • the slab module unit is actually composed of two first keels 1 and two second keels 2 end to end.
  • the keel in the Y direction in Fig. 2 is the first keel 1 (one left and one left) ), the X-shaped keel is the second keel 2 (one on each side), and
  • Figure 3 is a cross-sectional view along the AA direction in Figure 2, in which both left and right represent the first keel 1, and the second keel in Figure 2 2 is not shown in Figure 3.
  • FIG. 4 is a cross-sectional view of FIG. 1 along the BB direction, mainly expressing two slab modular units connected side by side by the second keel 2 to form a slab system, and the Y direction in FIG. 4 is the second keel 2 (left and right One), the first keel 1 is not shown in the figure.
  • the length of the first keel 1 can be set as needed, preferably 0.6 m, and the length of the second keel 2 is determined by the length of the direction in which the floor of the house is stressed.
  • the first keel 1 of the present invention has a C-shaped cross section (C-shaped as shown in FIG. 3), and the second keel 2 has a C-shaped cross section (C-shaped as shown in FIG. 4), the first keel 1 and the first
  • the second keel 2 is connected in series and end to form a floor module unit, and the manner of connecting the head and the tail is as follows: in Fig. 1, the upper end and the lower end of the first keel 1 on the left side are respectively opposite to the left end and the lower side of the upper second keel 2, respectively.
  • the left end of the second keel 2 is connected, and the upper end and the lower end of the first keel 1 on the right side are respectively connected with the right end of the upper second keel 2 and the right end of the second keel 2 below, and the connection manner can be integrated or welded.
  • a plurality of floor module units can be combined to form a floor system, and two adjacent floor module units are connected side by side by a second keel 2, that is, a second keel 2 on the lower side of the upper floor module unit in Fig. 1 The second keel 2 on the upper side of the lower floor module unit is connected.
  • the floor module unit needs to be horizontally mounted, i.e., the floor module unit shown in Figure 2 is rotated 90° along the X axis to rotate the floor module unit of Figure 2 to the horizontal position shown in Figure 3.
  • the first keel 1 and the second keel 2 form a rectangular box with the upper side of the box covered with a cement board.
  • the second floor slab surface load acts on the cement board 3, and the thickness of the cement board 3 is preferably 15 mm.
  • a bending member 4 is further disposed in the rectangular box shown in FIG. 3, and the front and rear ends of the bending member 4 are respectively welded to the upper and lower second keels 2 of the floor module unit of FIG.
  • FIG. 3 there are a plurality of bending members 4 of the same size, and the plurality of bending members 4 have the same top surface elevation, and the reinforcing mesh 5 can be installed below the bending members 4 shown in FIG.
  • the reinforcing mesh 5 can horizontally separate the blocks formed by the first keel 1 and the second keel 2 into a first cavity and a second cavity.
  • the sound insulating material 8 is disposed in the first cavity, that is, the sound insulating material is filled in the entire first cavity, and the second cavity facilitates the assembly of the plurality of floor module units and the connection of the wires.
  • the sound insulation and insulation materials play the role of sound insulation and thermal insulation, separating the space on the first floor from the space on the second floor to form two relatively independent living spaces.
  • the steel beam 6 is a component fixed on the vertical force-receiving member of the building, and the gap between the steel beam 6 and the floor plate can be filled with the foaming heat insulating material to play the role of heat preservation, enclosing and fireproofing.
  • the angle steel 7 is welded to the steel beam 6 by the stiffening plate, and the angle steel 7 is L-shaped, and the floor module unit can be installed as shown in Fig. 3.
  • the angle steel 7 acts as a force transmitting member to transfer the floor load to the beam.
  • the floor system of the present invention can be installed as follows: as shown in FIG.
  • the floor module unit shown in Fig. 2 is placed horizontally, and the left end of the floor module system shown in Fig. 3 is placed on the angle steel 7 of the left steel beam 6, and the right end is placed on the angle steel 7 of the right steel beam 6;
  • the above parts may be installed by screws or bolts, and the cement board 3 may also be mounted on the second keel 2 and the bending member 4 by screws or the like (as shown in the figure). 5), and further form a common force unit by means of staggered installation, the floor module system can be fixed on the angle steel 7 by screws or bolts on the first keel 1.
  • the main force structure of the floor module unit is two C-shaped first keels 1 and two C-shaped second keels 2, which can change the first keel 1 according to design requirements and actual conditions.
  • the size of the second keel 2 realizes the modular design and factory production of the floor module unit, and the splicing of the unit can realize the construction of different size slabs, and the installation is convenient, and the force transmission path is reasonable.
  • the slab system installation process does not require the use of large-scale mechanical equipment, only 2-3 people can complete the installation work, solving the problem of outdoor (such as scenic tourist areas, mountain areas, woodland, etc.) can not use large mechanical equipment under special terrain conditions.
  • the invention is a complete product after the factory is finished, and the assembly only needs to be assembled on site, no processing is needed, the welding operation is avoided, the problem of large on-site workload is solved, and a large amount of construction waste is not generated, and the outdoor environment is The impact is small.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Floor Finish (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

一种楼板系统，包含多个楼板模块单元，每个单元设有两个横截面呈C字形的第一龙骨（1）和两个横截面呈C字形的第二龙骨（2），第一龙骨（1）和第二龙骨（2）依次首尾相连，形成矩形方框，作为楼板模块单元的主要受力结构。矩形方框上覆水泥板（3），多个楼板模块单元通过第二龙骨（2）并排相连形成楼板系统。该楼板系统可适用于不同楼板尺寸要求的模块化设计和工厂化生产，在出厂制作完成后即为完整的产品，现场只需进行拼装，不需要加工制作，解决了普通楼板系统现场工作量大、施工技术要求高等问题，且不产生建筑垃圾。

Description

楼板系统 技术领域
本发明涉及一种楼板系统。
背景技术
建筑楼房通常都有不只一层，相邻两层之间需要设置楼板，将两个楼层隔开。
目前，楼板主要以轻钢结构和钢筋混凝土结构为主，轻钢结构楼板是将轻钢龙骨搭建在钢梁之间，在其上部和下部封板，中间填充保温材料，此类建造方式需要现场施工，产生较多建筑垃圾，龙骨较多、安装复杂、工作量大，且稳定性一般，隔音效果一般。
而混凝土结构的楼板，虽然稳定性较好，结构强度较大，但自身重量较重，除对竖向受力构件要求高外，还需要大型机械参与建造，对于路面条件有限制的区域并不适用，同时现场安装的技术要求较高，普通工人无法操作，且该种楼板在安装完成后，不可拆除后重复利用，不符合绿色建筑的要求，隔音效果也比保温材料要差。
发明内容
本发明提供了一种楼板系统，以解决上述技术问题中的至少一个。
根据本发明的一个方面，提供了一种楼板系统，包括多个楼板模块单元，每个单元设有两个横截面呈C字形的第一龙骨和两个横截面呈C字形的第二龙骨，第一龙骨和第二龙骨依次首尾相连，第一龙骨和第二龙骨形成矩形方框，矩形方框上覆盖有水泥板，多个楼板模块单元通过第二龙骨并排相连。
本发明中，可以根据受力计算需求来改变第一龙骨和第二龙骨的的尺寸，可以根据设计需要通过拼装形成不同大小的楼板，实现适用于不同楼板尺寸要求的模块化设计和工厂化生产。
另外，楼板系统安装过程不需要利用大型机械设备，只需要2-3人即可完成安装工作，解决了户外(如风景旅游区，山区，林地等)特殊地形条件无法使用大型机械设备的问题。
本发明在出厂制作完成后即为完整的产品，现场只需进行拼装，不需要加工制作，解决了现场工作量大的问题，且不会产生大量建筑垃圾。
在一些实施方式中，还包括多个折弯件，折弯件的一端设在其中一个第二 龙骨上，另一端设在另一个第二龙骨上，多个折弯件均处于同一标高。折弯件通过焊接方式固定在第二龙骨上。
在一些实施方式中，还包括钢筋网，钢筋网焊接于折弯件底面，钢筋网将矩形方框水平分隔成第一空腔和第二空腔。第一空腔中设置隔音保温材料等，第二空腔则为安装工序提供了施工空间的便利，如方便连接及布置电线，进行螺栓的安装时有足够的操作空间。
在一些实施方式中，第一空腔中设有隔音保温材料，水泥板位于隔音保温材料一侧。保温材料可以起到保温隔热及隔音的作用。
在一些实施方式中，还包括至少两个钢梁，钢梁搭接于外部建筑竖向受力构件上，钢梁侧面通过加劲板设置角钢，楼板的一端设在其中一个钢梁的角钢上，另一端设在另一个钢梁的角钢上。由此，角钢起到将楼板荷载传递到梁上的作用。
在一些实施方式中，两个相邻的楼板模块单元通过锚栓固定连接。由此，通过螺栓可以将相邻的两个楼板模块单元固定在一起。
在一些实施方式中，折弯件呈C字形。由此，C字形的折弯件可以起到固定钢筋网片的作用。
在一些实施方式中，楼板的宽度为0.6m或者1.2m。由此，楼板的宽度采用0.6m或者1.2m可以方便加工和安装。
附图说明
图1为本发明(一种实施方式的楼板系统)的结构示意图(主视图)；
图2为图1所示楼板系统中单个楼板模块单元的结构示意图(主视图)；
图3为图2所示楼板沿A-A方向的剖面结构示意图；
图4为图1所示楼板系统沿B-B方向的剖面结构示意图；
图5为图4所示楼板系统的局部放大结构示意图；
图6为图3所示楼板的安装结构示意图。
具体实施方式
下面结合附图对本发明作进一步详细的说明。
图1-图6示意性显示了本发明一种实施方式的楼板系统的结构。
如图1-图6所示，根据本发明的一个方面，提供了一种楼板系统，该楼板系统包括多个楼板模块单元(楼板模块单元的大小和数量可以根据整个楼板的大小进行调整，使其达到设计要求)。
为了详细描述本发明的具体结构，下面对图1进行说明，图1是本发明的 一种楼板系统的正视图，具体实施时，需要将多个楼板模块单元安装在一起。安装好后的图1中的多个楼板模块单元均水平放置，即图1的楼板正面处于水平状态。
结合图2和图3，楼板模块单元实际上是由两个第一龙骨1和两个第二龙骨2依次首尾相连组成的，图2中Y向的龙骨即为第一龙骨1(左右各一个)，X向的龙骨则为第二龙骨2(上下各一个)，图3由于是图2沿A-A方向的剖面图，图中左右两个均表示第一龙骨1，图2中的第二龙骨2未在图3中显示。
结合图1和图4，图4为图1沿B-B方向的剖面图，主要表达两个楼板模块单元通过第二龙骨2并排相连形成楼板系统，图4中Y向为第二龙骨2(左右各一个)，第一龙骨1未在图中显示。
下面结合图1、2、3和4对本发明作进一步详细的说明。
本发明中第一龙骨1的长度可以根据需要进行设定，优选0.6m，第二龙骨2的长度由房屋楼板受力方向的长度确定。
本发明中的第一龙骨1的横截面呈C字形(C字形如图3所示)，第二龙骨2的横截面呈C字形(C字形如图4所示)，第一龙骨1和第二龙骨2采用依次首尾相连的方式进行连接，从而形成楼板模块单元，首尾相连的方式如下：图1中，左边的第一龙骨1的上端和下端分别与上面的第二龙骨2的左端和下面的第二龙骨2的左端相连，右边的第一龙骨1的上端和下端分别与上面的第二龙骨2的右端和下面的第二龙骨2的右端相连，连接方式可采用一体成型或焊接等方式，
图1中，多个楼板模块单元可以通过组合形成楼板系统，相邻的两个楼板模块单元之间通过第二龙骨2并排连接，即图1中上面楼板模块单元下侧的第二龙骨2与下面楼板模块单元上侧的第二龙骨2进行连接。
如图2和3所示，楼板模块单元需要水平安装，即将图2所示的楼板模块单元沿X轴旋转90°，使图2的楼板模块单元旋转至图3所示的水平位置上。如图2和3所示，第一龙骨1和第二龙骨2形成矩形方框，在方框上侧覆盖有水泥板。二楼楼板面荷载作用于水泥板3上，水泥板3的厚度优选15mm。
在图3所示的矩形方框中还设置有折弯件4，折弯件4的前后端分别焊接于图2楼板模块单元上下两个第二龙骨2上。
同时，图3中有多个尺寸相同的折弯件4，多个折弯件4的顶面标高相同，可以在图3所示折弯件4的下方安装钢筋网5。
而钢筋网5可以将第一龙骨1和第二龙骨2形成的方框水平分隔开，成为第一空腔和第二空腔。在第一空腔中设置隔音保温材料8，即将隔音保温材料填充满整个第一空腔，第二空腔便于后续多个楼板模块单元的拼装及电线的连接。隔音保温材料起到隔音和保温隔热的作用，将一楼空间和二楼空间分离开来， 形成两个相对独立的生活空间。
如图3所示，为了将楼板固定在楼房中，还需要设置至少两个钢梁6，(一边一个，两个钢梁6之间的间距与楼板受力方向长度相同)，如跨度较大时，则可根据楼板承重计算结果，设置多个钢梁。钢梁6为固定在建筑竖向受力构件上的部件，钢梁6与楼板之间的空隙可以填充发泡保温材料，起到保温、围护和防火的作用。
为了将楼板固定在钢梁6上，在钢梁6上通过加劲板焊接角钢7，角钢7呈L字形，楼板模块单元按照图3所示进行安装即可。角钢7作为受力传递构件，将楼板荷载传递到梁上。
本发明的楼板系统可以按照如下方式进行安装：如图6所示，
1.将已经工厂预制完成的楼板模块单元运输至需要安装的建筑楼层；
2.将图2所示的楼板模块单元水平放置，将图3所示的楼板模块系统的左端放置在左边钢梁6的角钢7上，右端放置在右边钢梁6的角钢7上；
3.按照上述方法，将其余的楼板模块单元全部放置好；
4.将楼板模块单元放置好之后，按照图4所示，将两个楼板模块单元相邻的第二龙骨2进行连接(采用螺栓等方式在第二空腔范围内进行连接)；
5.将全部楼板模块单元采用钻尾螺丝等方式固定在角钢7上，完成楼板系统的安装；
6.如图3所示，在安装完成之后，连接房屋的电线，再进行后续吊顶安装。
上述各个部分(例如相邻的两个墙板之间)可以通过螺钉或者螺栓等方式进行安装，水泥板3也可以通过螺钉等方式安装在第二龙骨2上及折弯件4上(如图5所示)，并通过错缝安装的方式进一步将各个楼板模块单元形成一个共同受力的整体，楼板模块系统可以通过第一龙骨1上用螺钉或者螺栓等方式固定在角钢7上。
本发明中，楼板模块单元的主要受力结构为两个呈C字形的第一龙骨1和两个横截面呈C字形的第二龙骨2，可以根据设计要求和实际情况改变第一龙骨1和第二龙骨2的尺寸，实现楼板模块单元的模块式设计和工厂化生产，同时通过单元的拼接可以实现不同尺寸楼板的建造，且安装方便，传力路径合理。
另外，楼板系统安装过程不需要利用大型机械设备，只需要2-3人即可完成安装工作，解决了户外(如风景旅游区，山区，林地等)特殊地形条件无法使用大型机械设备的问题。
本发明在出厂制作完成后即为完整的产品，现场只需进行拼装，不需要加工制作，避免了电焊作业，解决了现场工作量大的问题，且不会产生大量建筑垃圾，对户外环境的影响很小。
以上所述的仅是本发明的一些实施方式。对于本领域的普通技术人员来 说，在不脱离本发明创造构思的前提下，还可以做出若干变形和改进，这些都属于本发明的保护范围。

Claims (5)

  1. 楼板系统，其特征在于，包括多个楼板模块单元，所述楼板模块单元设有两个横截面呈C字形的第一龙骨(1)和两个横截面呈C字形的第二龙骨(2)，第一龙骨(1)和第二龙骨(2)依次首尾相连；
    其中一个第一龙骨(1)的上端与其中一个第二龙骨(2)的左端相连以及下端与其中另一个第二龙骨(2)的左端相连；
    另一个第一龙骨(1)的上端与其中一个第二龙骨(2)的右端相连以及下端与其中另一个第二龙骨(2)的右端相连；
    所述第一龙骨(1)和第二龙骨(2)形成矩形方框，所述矩形方框上覆盖有水泥板(3)，多个楼板模块单元通过所述第二龙骨(2)并排相连；
    还包括多个折弯件(4)和钢筋网(5)；
    所述折弯件(4)的一端设在其中一个第二龙骨(2)上，另一端设在另一个第二龙骨(2)上，多个弯折件顶面均处于同一标高；
    所述钢筋网(5)设在所述折弯件(4)的下侧，所述钢筋网(5)将所述方框水平分成第一空腔和第二空腔，所述第一空腔中设有隔音保温材料(8)，所述水泥板(3)位于所述隔音保温材料(8)上部。
  2. 根据权利要求1所述的楼板系统，其特征在于，还包括至少两个钢梁(6)，所述钢梁(6)搭接于建筑竖向受力构件上，所述钢梁(6)侧面通过加劲板设置角钢(7)，所述楼板的一端设在其中一个钢梁(6)的角钢(7)上，另一端设在另一个钢梁(6)的角钢(7)上。
  3. 根据权利要求2所述的楼板系统，其特征在于，两个相邻的楼板模块单元通过螺栓固定连接。
  4. 根据权利要求3所述的楼板系统，其特征在于，所述折弯件(4)呈C字形。
  5. 根据权利要求1～4中任一项所述的楼板系统，其特征在于，所述楼板的宽度为0.6m或者1.2m。
PCT/CN2018/092841 2017-07-05 2018-06-26 楼板系统 WO2019007229A1 (zh)

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