WO2019222896A1 - 楼板及其建造方法 - Google Patents

楼板及其建造方法 Download PDF

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Publication number
WO2019222896A1
WO2019222896A1 PCT/CN2018/087715 CN2018087715W WO2019222896A1 WO 2019222896 A1 WO2019222896 A1 WO 2019222896A1 CN 2018087715 W CN2018087715 W CN 2018087715W WO 2019222896 A1 WO2019222896 A1 WO 2019222896A1
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WIPO (PCT)
Prior art keywords
concrete
formwork
floor slab
concrete formwork
steel
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PCT/CN2018/087715
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English (en)
French (fr)
Inventor
杨泓斌
李缙
陈祥祥
王云燕
张亮亮
Original Assignee
增城市碧桂园物业发展有限公司
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Application filed by 增城市碧桂园物业发展有限公司 filed Critical 增城市碧桂园物业发展有限公司
Priority to PCT/CN2018/087715 priority Critical patent/WO2019222896A1/zh
Publication of WO2019222896A1 publication Critical patent/WO2019222896A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/07—Tying means, the tensional elements of which are fastened or tensioned by means of wedge-shaped members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Definitions

  • the present application relates to the technical field of floor slab construction, and in particular, to a floor slab and a construction method thereof.
  • Formwork works for concrete floors of traditional floor slabs often use wood formwork or aluminum formwork or combined formwork.
  • aluminum formwork or combination formwork is suitable for large-scale projects, which needs to reduce costs through amortization, and the flexibility of the combination method is poor; wood formwork has a more flexible combination method, but the number of turnovers of wood formwork Moreover, the amortization is large, and a large amount of construction waste is easily generated, which is not conducive to environmental protection.
  • no matter whether the formwork uses wooden formwork, aluminum formwork or combined formwork, etc. the formwork needs to be removed after the concrete curing is completed. Due to the large workload of formwork, the construction period is longer.
  • a floor slab and a construction method thereof are provided.
  • a floor slab construction method includes:
  • each concrete form including a smooth surface and a rough surface opposite to the smooth surface;
  • Concrete is poured on the steel bars.
  • a floor slab is manufactured by using the construction method of the floor slab.
  • FIG. 1 is a flowchart of a floor slab construction method according to an embodiment
  • FIG. 2 is a flowchart of step S101 of the method of constructing a floor slab shown in FIG. 1;
  • FIG. 3 is a schematic diagram of a construction process of a floor slab according to an embodiment
  • FIG. 4 is a partial schematic diagram of a floor slab according to an embodiment
  • FIG. 5 is a schematic diagram of a second connecting member of the connecting member of the floor slab shown in FIG. 4;
  • FIG. 6 is a flowchart of a method for constructing a floor slab according to another embodiment.
  • a floor slab construction method includes: erection of a supporting system; laying a plurality of concrete forms on the supporting system, two adjacent concrete forms abutting each other, each concrete form including a smooth surface and a surface The rough surface opposite to the smooth surface; using a connecting member to fix the adjacent concrete formwork; splicing the gap between two adjacent concrete formwork; installing a reinforcing steel fixing member on the concrete formwork; Rebar is laid on the rough surface of the concrete form; concrete is poured on the rebar.
  • a method for constructing a floor slab 10 includes:
  • a plurality of concrete forms 200 are laid on the supporting system, and two adjacent concrete forms abut each other, so that the gap between the two adjacent concrete forms is small. Since each concrete form is laid on the supporting system, In order to prevent the concrete formwork from moving relative to the profile, the concrete formwork is better laid on the supporting system. For example, the smooth side of each concrete form is facing down and the rough side is facing up. For example, the gap between two adjacent concrete forms is 5mm-10mm, so that the laying between the concrete forms meets the requirements of safe construction.
  • the supporting system includes a scaffold 22 and a profiled steel 100 disposed on the scaffold.
  • the section steel is a steel bar or channel steel.
  • the section steel is a steel bar.
  • step S101 of setting up a support system includes:
  • a scaffold is erected according to the construction plan of the formwork, so that the erected scaffold matches the construction area of the floor.
  • the scaffold is a frame structure, so that fewer consumables are needed for the scaffold.
  • the scaffold is a metal frame structure, which makes the supporting system have higher support strength.
  • the scaffolding includes a plurality of first metal bars and a plurality of second metal bars, a plurality of the first metal bars are spaced apart from each other, and a plurality of the first metal bars are arranged perpendicular to the ground. The metal bars are respectively arranged perpendicular to a plurality of the first metal bars, and two adjacent second metal bars are parallel to each other, so that the scaffold forms a metal frame structure.
  • each first metal bar includes a metal bar body and a support block detachably connected to the metal bar body, and a side of the support block facing away from the metal bar body abuts the ground to avoid the metal bar body
  • the metal bar body is snap-connected to the support block to achieve rapid disassembly and assembly between the metal bar body and the support block.
  • the support block includes a support block body and an elastic member.
  • the support block body is provided with a communication card hole and a telescopic slot, and the elastic member is located in the telescopic slot and slides with the support block body.
  • a protrusion is provided at an end of the metal strip body, the protrusion is snapped into the card hole and is engaged with the support block body, and the elastic member elastically abuts against the protrusion On the rising part, the protruding part is reliably snap-connected to the supporting block body.
  • the elastic member includes a connected elastic portion and an abutting portion, the elastic portion is located in the telescopic groove, and an end of the elastic portion remote from the abutting portion is connected to the support block body A part of the abutting portion protrudes from the telescopic groove and is located in the card hole and abuts the convex portion, so that the elastic member elastically abuts on the convex portion.
  • the elastic portion is a spring or an elastic glue, so that the elastic portion has elasticity.
  • the abutting portion is welded to the elastic portion, so that the abutting portion and the elastic portion are firmly connected. In other embodiments, the abutting portion may be fastened to the elastic portion by screws.
  • each first metal bar includes a top bracket, and the top bracket is threadedly connected to an end of the metal strip body remote from the support block, so that the connection position of the metal strip body and the top bracket is adjustable;
  • the second metal support bar on the top of the scaffold is a top second support bar, and the top second support bar is connected to the top support.
  • the top second support bar is detachably connected to the top support.
  • a U-shaped groove is provided on the top support, and the second top support bar is located in the U-shaped slot and connected to the top support, so that the top second support bar is quickly disassembled from the first support bar. on.
  • the step of laying a plurality of concrete forms on the supporting system is as follows:
  • a plurality of concrete forms are laid on the profile steel.
  • the method further includes the step of setting a beam form on the scaffold so that the concrete form form is also laid on the beam form. That is, the beam formwork and the profile steel support the concrete formwork together, so that the support system better supports the concrete formwork.
  • the method further includes the following steps:
  • the beam form is connected to the concrete formwork by fasteners, so that the beam formwork and the concrete formwork are firmly connected.
  • the fastener is a steel nail. It can be understood that, in other embodiments, the fastener is not limited to steel nails, but may also be screws.
  • the profile steel of the supporting system may also be replaced with aluminum.
  • the support system includes a scaffold and an aluminum material provided on the scaffold. Step S101 of setting up the support system includes:
  • a scaffold is erected according to the construction plan of the formwork, so that the erected scaffold matches the construction area of the floor.
  • the scaffold is a frame structure, so that fewer consumables are needed for the scaffold.
  • the scaffold is a metal frame structure, which makes the supporting system have higher support strength.
  • the scaffolding includes a plurality of first metal bars and a plurality of second metal bars, a plurality of the first metal bars are spaced apart from each other, and a plurality of the first metal bars are arranged perpendicular to the ground. The metal bars are respectively arranged perpendicular to a plurality of the first metal bars, and two adjacent second metal bars are parallel to each other, so that the scaffold forms a metal frame structure.
  • each first metal bar includes a metal bar body and a support block detachably connected to the metal bar body, and a side of the support block facing away from the metal bar body abuts the ground to avoid the metal bar body
  • the metal bar body is snap-connected to the support block to achieve rapid disassembly and assembly between the metal bar body and the support block.
  • the support block includes a support block body and an elastic member.
  • the support block body is provided with a communication card hole and a telescopic slot.
  • the elastic member is located in the telescopic slot and slides with the support block body. Connection, a protrusion is provided at an end of the metal strip body, the protrusion is snapped into the card hole and is engaged with the support block body, and the elastic member elastically abuts against the protrusion On the rising part, the protruding part is reliably snap-connected to the supporting block body.
  • the elastic member includes a connected elastic portion and an abutting portion, the elastic portion is located in the telescopic groove, and an end portion of the elastic portion remote from the abutting portion is connected to the support block body A part of the abutting portion protrudes from the telescopic groove and is located in the card hole and abuts the convex portion, so that the elastic member elastically abuts on the convex portion.
  • the elastic portion is a spring or an elastic glue, so that the elastic portion has elasticity.
  • the abutting portion is welded to the elastic portion, so that the abutting portion and the elastic portion are firmly connected. In other embodiments, the abutting portion may be fastened to the elastic portion by screws.
  • each first metal bar includes a top bracket, and the top bracket is threadedly connected to an end of the metal strip body remote from the support block, so that the connection position of the metal strip body and the top bracket is adjustable;
  • the second metal support bar on the top of the scaffold is a top second support bar, and the top second support bar is connected to the top support.
  • the top second support bar is detachably connected to the top support.
  • a U-shaped groove is provided on the top support, and the second top support bar is located in the U-shaped slot and connected to the top support, so that the top second support bar is quickly disassembled from the first support bar. on.
  • the aluminum material is laid on the scaffold to form the support system.
  • the step of laying a plurality of concrete forms on the supporting system is as follows:
  • a plurality of concrete forms are laid on the aluminum material.
  • the material of the concrete formwork includes at least one of fiber-reinforced concrete and ceramsite concrete, so that the cost of the concrete formwork is low and the performance of resistance to bending deformation can be satisfied.
  • the connecting piece 300 is used to fix the adjacent concrete formwork, so that the two adjacent concrete formwork are reliably abutted, and the relative movement of the two adjacent concrete formwork is avoided.
  • the step S105 of fixing the adjacent concrete formwork by using a connecting piece is specifically: fixing the abutment of the adjacent concrete formwork by using a connecting piece to make the connection of the adjacent concrete formwork compact.
  • the connecting member is a horse nail.
  • the connecting member is U-shaped, and two ends of the connecting member are respectively connected to two adjacent concrete formwork, so that the connecting member fixedly connects the two concrete formwork into one body.
  • S106 Splicing a gap between two adjacent concrete forms. For example, the gaps between the rough surfaces of two adjacent concrete forms are spliced to prevent leakage of the subsequently poured concrete from the gaps, so that the reinforced concrete structure is better formed on the concrete form.
  • the step S106 of splicing the gap between two adjacent concrete forms is specifically:
  • Adhesive tape is used to splice the gap between two adjacent concrete forms.
  • the tape is a water tape, so that the tape is sealed and spliced in a gap between two adjacent concrete forms.
  • a groove is formed on each of the concrete forms, so that the two adjacent concrete forms are engaged with each other through the grooves, so that adjacent The joint between the two concrete forms is even tighter.
  • the construction method further includes:
  • S111 Perform hanging stitching on a plurality of the concrete templates to make the flatness between the smooth surfaces of the plurality of concrete templates better.
  • a method of constructing a floor slab includes: setting up a support system including a scaffold and a profile steel provided on the scaffold; laying a plurality of concrete forms on the profile steel, and adjacent two concrete forms abutting each other
  • Each concrete template includes a smooth surface and a rough surface opposite to the smooth surface; a connector is used to fix the adjacent concrete template; and a gap between two adjacent concrete templates is spliced Lay steel bars on the rough surface of the concrete formwork, so that the reinforced concrete is formed on the rough surface of the concrete formwork, so that the contact area between the reinforced concrete and the concrete formwork is large, and the fluidity of the concrete on the fiber concrete is small, so The reinforced concrete is formed better on the rough surface.
  • the step S105 of fixing the adjacent concrete formwork by using a connecting piece is specifically: fixing the abutment of the adjacent concrete formwork by using a connecting piece to make the connection of the adjacent concrete formwork compact.
  • a floor slab construction method includes: erection of a support system 20; the support system includes a scaffold 22 and a profile steel 100 provided on the scaffold; and laying a plurality of concrete formwork 200 on the profile steel, two adjacent offices The concrete forms abut each other, so that the gap between two adjacent concrete forms is small.
  • each concrete form is laid on the profiled steel, the concrete formwork does not move relative to the profiled steel, so that the concrete formwork is better laid on On the supporting system; the abutment of the adjacent concrete formwork is fixed with a connector to make the connection of the adjacent concrete formwork compact; the reinforcement 400 is laid on the rough surface of the concrete formwork; the concrete is poured on the reinforcement , Make the reinforced concrete on the rough surface of the concrete formwork, make the contact area of the reinforced concrete and the concrete formwork larger, and the fluidity of the concrete on the fiber concrete is small, so that the reinforced concrete is better formed on the rough surface, Because the gap between two adjacent concrete forms is spliced in advance, the concrete Leakage from the gap between the two concrete forms during the pouring process, so that the reinforced concrete is better formed on the concrete form; the hanging process of the plurality of concrete forms is carried out to make the smooth surfaces of the multiple concrete forms The flatness between them is good; because the construction method of the floor slab can avoid the problem of the poor flexibility of the aluminum formwork or the combination
  • a plurality of the concrete forms are distributed in a rectangular array.
  • the step S104 of laying a plurality of concrete formwork on the profiled steel is specifically:
  • a plurality of concrete templates are sequentially laid on the profile steel, so that the plurality of concrete templates are neatly laid on the profile steel.
  • a floor slab construction method includes: setting up a supporting system 20; the supporting system includes a scaffolding 22 and a section steel 100 provided on the scaffolding; and sequentially laying a plurality of concrete formwork on the section steel, two adjacent concrete The formwork abuts each other, so that multiple concrete forms are laid neatly on the profile, and the gap between two adjacent concrete forms is small. Since each concrete form is laid on the profile, the concrete form will not move relative to the profile.
  • the invention provides a floor slab.
  • the formwork is manufactured using the method of building a floor slab described in any of the above embodiments.
  • the floor slab 10 includes a concrete form 100, a profile 200, a connector 300, a reinforced structure 400, and a floor body 500; the number of the concrete forms is at least two, and the two concrete forms are mutually Abut; each said concrete form includes a smooth surface and a rough surface opposite to the smooth surface; said profile steel supports said concrete form, and said profile steel abuts the smooth surface of said concrete form; adjacent Two of the concrete formwork are fixed by the connecting member; the reinforced structure is laid on the rough surface of the concrete formwork; the floor body is formed on the reinforced structure to form a reinforced concrete structure, and the floor slab The body is connected to the rough surface of the concrete formwork.
  • the above-mentioned floor slab includes a concrete formwork, a profile, a connecting member, a reinforcing mechanism, and a floor slab body.
  • the number of the concrete formwork is at least two, and the two concrete formwork abut each other.
  • Each of the concrete formwork includes a smooth surface and a surface. The rough surface opposite to the smooth surface is set, and the profiled steel supports the concrete formwork.
  • the support system 20 can be built first, then the profiled steel is set on the support system, and then the concrete formwork is laid on the profiled steel to support and abut the profiled steel.
  • the number of the connecting members is at least N-1, where N is greater than or equal to 2; the number of the concrete formwork is N; the number of the profiles is N + 1, and the two adjacent profiles are Jointly supporting one of the concrete formwork; N-1 of the connecting pieces are arranged one-to-one correspondingly on the N-1 of the profiled steel, and each of the connecting pieces connects two adjacent concrete formwork pieces together. Adjacent two concrete forms abut each other and the gap between them meets the engineering requirements, so that the floor slab is relatively flat and no leveling and plastering process is required.
  • the number of the concrete formwork is two, namely the first concrete formwork and the second concrete formwork, and the number of the profiled steels is three, which are the first, second and third profiles respectively.
  • Profile steel, the first profile steel and the second profile steel collectively support the first concrete formwork, the second profile steel and the third profile steel collectively support the second concrete formwork; the connecting piece and two The concrete formwork is connected.
  • first section steel, the second section steel, and the third section steel are parallel to each other, so that two concrete forms are better set on three section steels.
  • the number of the connecting members is k, and the k connecting members are arranged side by side, so that the floor is simple and compact. It can be understood that the number N of the connecting members is not limited to two, and may be three or more.
  • the number of the connecting members is at least n-1, where n is greater than or equal to 3; the number of the concrete forms is n, and two adjacent concrete forms abut each other; The number of the profile steels is n + 1, and two adjacent profile steels jointly support one of the concrete formwork; n-1 of the connecting members are correspondingly arranged on the n-1 profile steels, and each The two connecting members connect two adjacent concrete forms together. Since the adjacent two concrete forms abut each other and the gap between them meets engineering requirements, the floor slab is relatively flat and no leveling and plastering process is required.
  • n + 1 said profiles are parallel to each other, so that the floor slab is flatter and the structure is more compact.
  • the first connecting piece and the connecting piece are both U-shaped, so that the connecting piece reliably fixes the concrete formwork on the profile steel.
  • the connector 300 is U-shaped.
  • the connector includes a connector body 322, and a first plug-in portion 324 and a second plug-in extending from the connector body. Part 326, the first plug-in part and the second plug-in part are respectively plugged into two adjacent concrete forms, so that the connecting piece is not easy to slip off from the concrete form, so that the two adjacent concrete forms are reliable Ground connection in one.
  • a plurality of the concrete formwork are distributed in a rectangular array to form a concrete formwork support plane, and the reinforced structure is tiled on the concrete formwork support plane to make the floor body after molding relatively flat.
  • the reinforced structure has a plurality of grid-like reinforced frames, so that the floor body is quickly filled in the reinforced structure, and the strength of the floor after molding is good.
  • a plurality of the grid-like reinforced frames are distributed in a rectangular array, so that the reinforced structure is more uniform and the strength of the formed floor is better.
  • a support system is first set up, and the support system includes a scaffold and a profile steel provided on the scaffold; then a plurality of concrete forms are laid on the profile, and two adjacent concrete forms abut each other.
  • Each concrete formwork is laid on the profiled steel, so that the concrete formwork does not move relative to the profiled steel, so that the concrete formwork is better laid on the supporting system; then, the adjacent concrete formwork is fixed by using a connector, so that the adjacent two Concrete formwork abut reliably to avoid relative movement of two adjacent concrete formwork; then splicing the gap between two adjacent concrete formwork; then laying reinforcement on the rough surface of the concrete formwork; and finally
  • the concrete is poured on the reinforcing steel, so that the reinforced concrete is formed on the rough surface of the concrete formwork, so that the contact area between the reinforced concrete and the concrete formwork is large, and the fluidity of the concrete on the fiber concrete is small, so that the reinforced concrete is formed better.
  • the joints are spliced to prevent the concrete from leaking from the gap between the two concrete forms during the pouring process, so that the reinforced concrete is better formed on the concrete form; because the concrete form and the reinforced concrete are bonded and formed together, and subsequent The concrete formwork does not need to be disassembled.
  • the above-mentioned floor slab construction method replaces the wood formwork with a concrete formwork, and the support system does not use wood, which greatly reduces the amount of wood used.
  • the concrete formwork can be cut and assembled according to the construction requirements, avoiding the problem of poor flexibility of the aluminum formwork or combination formwork, and also avoiding less turnover and greater amortization of the wood formwork.
  • the concrete formwork does not need to be removed, it can form a whole with the cast-in-situ concrete structure, that is, the work of removing the formwork is eliminated during the construction of the floor, that is, the time for removing the formwork is eliminated, and the length of the construction period is greatly reduced.
  • the concrete formwork also includes a smooth surface opposite to the rough surface, the inner side of the floor after construction is a smooth surface, so that the flatness of the inner surface of the floor is higher, which can avoid tedious
  • the plastering operation process further shortens the length of the construction period.

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Abstract

一种楼板的建造方法，包括搭设支撑体系（20）；于支撑体系（20）上铺设多个混凝土模板（200），相邻混凝土模板（200）相互抵接，每个混凝土模板（200）包括平滑面和与平滑面相对设置的粗糙面；采用连接件将相邻混凝土模板（200）进行固定；对相邻两个混凝土模板（200）之间的缝隙进行拼接；于混凝土模板（200）的粗糙面上铺设钢筋（400）；于钢筋上浇筑混凝土（500）。及采用该方法建造形成的楼板。

Description

楼板及其建造方法 技术领域
本申请涉及楼板建筑的技术领域，特别是涉及一种楼板及其建造方法。
背景技术
传统的楼板的混凝土楼面的模板工程常采用木模板或铝模板或组合模板等。其中，铝模板或组合模板适用于大批量的工程中，需通过摊销来降低成本，组合方式的灵活性较差；木模板具有灵活性较好的组合方式，然而木模板的周转次数较少且摊销较大，容易产生大量的建筑垃圾，不利于环境保护。此外，无论模板工程采用木模板，还是采用铝模板或组合模板等，于混凝土养护完成后均需要拆模，由于拆模的工作量较大，使建设工期较长。
发明内容
根据本申请的各种实施例，提供一种楼板及其建造方法。
一种楼板的建造方法，包括：
搭设支撑体系；
于所述支撑体系上铺设多个混凝土模板，相邻两个所述混凝土模板相互抵接，每个所述混凝土模板包括平滑面和与所述平滑面相对设置的粗糙面；
采用连接件将相邻所述混凝土模板进行固定；
对相邻两个所述混凝土模板之间的缝隙进行拼接；
于所述混凝土模板上安装钢筋固定件；
于所述混凝土模板的粗糙面上铺设钢筋；
于所述钢筋上浇筑混凝土。
一种楼板，采用上述楼板的建造方法进行制造。
本申请的一个或多个实施例的细节在下面的附图和描述中提出。本申请的其它特征、目的和优点将从说明书、附图以及权利要求书变得明显。
附图说明
为了更好地描述和说明这里公开的那些申请的实施例和/或示例，可以参考一幅或多幅附图。用于描述附图的附加细节或示例不应当被认为是对所公开的申请、目前描述的实施例和/或示例以及目前理解的这些申请的最佳模式中的任何一者的范围的限制。
图1为一实施例的楼板的建造方法的流程图；
图2为图1所示的楼板的建造方法的步骤S101的流程图；
图3为一实施例的楼板的建造过程的示意图；
图4为一实施例的楼板的局部示意图；
图5为图4所示的楼板的连接件的第二连接件的示意图；
图6为另一实施例的楼板的建造方法的流程图。
具体实施方式
为了便于理解本申请，下面将参照相关附图对本申请进行更全面的描述。附图中给出了本申请的较佳实施例。但是，本申请可以以许多不同的形式来实现，并不限于本文所描述的实施例。相反地，提供这些实施例的目的是使对本申请的公开内容的理解更加透彻全面。
需要说明的是，当元件被称为“固定于”另一个元件，它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个元件，它可以是直接连接到另一个元件或者可能同时存在居中元件。
除非另有定义，本文所使用的所有的技术和科学术语与属于本申请的技术领域的技术人员通常理解的含义相同。本文中在本申请的说明书中所使用的术语只是为了描述具体的实施例的目的，不是旨在于限制本申请。
例如，一种楼板的建造方法包括：搭设支撑体系；于所述支撑体系上铺 设多个混凝土模板，相邻两个所述混凝土模板相互抵接，每个所述混凝土模板包括平滑面和与所述平滑面相对设置的粗糙面；采用连接件将相邻所述混凝土模板进行固定；对相邻两个所述混凝土模板之间的缝隙进行拼接；于所述混凝土模板上安装钢筋固定件；于所述混凝土模板的粗糙面上铺设钢筋；于所述钢筋上浇筑混凝土。
如图1与图3所示，一实施例的楼板10的建造方法包括：
S101，搭设支撑体系20。
S103，于所述支撑体系上铺设多个混凝土模板200，相邻两个所述混凝土模板相互抵接，使相邻两个混凝土模板之间的间隙较小，由于每个混凝土模板铺设于支撑体系上，使混凝土模板不会相对于型钢运动，从而使混凝土模板较好地铺设于支撑体系上。例如，每个混凝土模板的平滑面朝下，粗糙面朝上。例如，相邻两个混凝土模板之间的间隙为5mm～10mm，以使混凝土模板之间的铺设符合安全建设的要求。
在其中一个实施例中，所述支撑体系包括脚手架22以及在所述脚手架上设置的型钢100。例如，所述型钢为钢檩条或槽钢等。在本实施例中，所述型钢为钢檩条。如图2所示，搭设支撑体系的步骤S101包括：
S101A，搭设脚手架；
例如，根据模板的施工方案搭设脚手架，使搭设的脚手架与楼板的建造面积相适配。例如，所述脚手架为框架结构，使脚手架所需的耗材较少。又如，所述脚手架为金属框架结构，使支撑体系的支撑强度较高。例如，所述脚手架包括多个第一金属条和多个第二金属条，多个所述第一金属条间隔分布，且多个所述第一金属条沿垂直于地面设置，每个第二金属条分别与多个所述第一金属条垂直设置，且相邻两个第二金属条相互平行，使所述脚手架形成金属框架结构。又如，每个第一金属条包括金属条本体和与所述金属条本体可拆卸连接的支撑块，所述支撑块的背离所述金属条本体的一侧抵接于地面，避免金属条本体与地面直接接触而导致金属条本体腐蚀的问题，当支撑块损坏时，可以仅更换支撑块，而金属条本体可以继续使用，大大降低了 支撑体系的成本。进一步地，为了便于第一金属条的拆装及运输，例如，所述金属条本体与支撑块卡扣连接，实现金属条本体与支撑块之间快速拆装。又如，所述支撑块包括支撑块本体和弹性件，所述支撑块本体上开设有相连通的卡孔和伸缩槽，所述弹性件位于所述伸缩槽内并与所述支撑块本体滑动连接，所述金属条本体的端部设置有凸起部，所述凸起部卡入所述卡孔内并与所述支撑块本体卡接，且所述弹性件弹性抵接于所述凸起部上，使凸起部可靠地卡扣连接于支撑块本体上。例如，所述弹性件包括相连接的弹性部和抵接部，所述弹性部位于所述伸缩槽内，且所述弹性部的远离所述抵接部的端部与所述支撑块本体连接，部分所述抵接部伸出所述伸缩槽位于所述卡孔内并与所述凸起部抵接，使弹性件弹性抵接于凸起部上。又如，所述弹性部为弹簧或弹性胶，使弹性部具有弹性。例如，所述抵接部焊接于所述弹性部上，使抵接部与弹性部牢固连接。在其他实施例中，所述抵接部还可以通过螺钉紧固于弹性部上。当然，为了使弹性件的结构较为紧凑，在其他实施例中，所述弹性部与所述抵接部也可以一体成型。例如，为了提高支撑块本体的防腐蚀性能和耐磨性能，所述卡孔和所述伸缩槽的内壁上均涂覆有耐磨层，可以提高支撑块本体的使用寿命，即支撑块的使用寿命。例如，每个第一金属条包括顶托，所述顶托螺纹连接于所述金属条本体的远离所述支撑块的端部，使金属条本体与顶托的连接位置可调；位于所述脚手架的顶部的第二金属支撑条为顶部第二支撑条，所述顶部第二支撑条与顶托连接。例如，所述顶部第二支撑条与所述顶托可拆卸连接。又如，所述顶托上开设有U型槽，所述顶部第二支撑条位于所述U型槽内并与所述顶托连接，使顶部第二支撑条快速拆装于第一支撑条上。
S101B，于所述脚手架上铺设所述型钢，形成所述支撑体系。
在其中一个实施例中，于所述支撑体系上铺设多个混凝土模板的步骤具体为：
于所述型钢上铺设多个混凝土模板。
例如，在于所述型钢上铺设多个混凝土模板的步骤S103之前，以及在搭 设支撑体系之后，还包括步骤：于所述脚手架上设置梁模，使所述混凝土模板还铺设于所述梁模上，即梁模与型钢共同支撑混凝土模板，从而使支撑体系更好地支撑混凝土模板。例如，在于所述型钢上铺设多个混凝土模板的步骤S103之前，以及在于所述脚手架上设置梁模之后，还包括步骤：
将所述梁模通过紧固件连接于所述混凝土模板上，使梁模与混凝土模板之间牢固连接。又如，所述紧固件为钢钉。可以理解，在其他实施例中，所述紧固件不仅限于钢钉，还可以是螺钉。
可以理解，在其他实施例中，支撑体系的型钢还可以用铝材来替换。例如，所述支撑体系包括脚手架以及在所述脚手架上设置的铝材，搭设所述支撑体系的步骤S101包括：
搭设脚手架。
例如，根据模板的施工方案搭设脚手架，使搭设的脚手架与楼板的建造面积相适配。例如，所述脚手架为框架结构，使脚手架所需的耗材较少。又如，所述脚手架为金属框架结构，使支撑体系的支撑强度较高。例如，所述脚手架包括多个第一金属条和多个第二金属条，多个所述第一金属条间隔分布，且多个所述第一金属条沿垂直于地面设置，每个第二金属条分别与多个所述第一金属条垂直设置，且相邻两个第二金属条相互平行，使所述脚手架形成金属框架结构。又如，每个第一金属条包括金属条本体和与所述金属条本体可拆卸连接的支撑块，所述支撑块的背离所述金属条本体的一侧抵接于地面，避免金属条本体与地面直接接触而导致金属条本体腐蚀的问题，当支撑块损坏时，可以仅更换支撑块，而金属条本体可以继续使用，大大降低了支撑体系的成本。进一步地，为了便于第一金属条的拆装及运输，例如，所述金属条本体与支撑块卡扣连接，实现金属条本体与支撑块之间快速拆装。又如，所述支撑块包括支撑块本体和弹性件，所述支撑块本体上开设有相连通的卡孔和伸缩槽，所述弹性件位于所述伸缩槽内并与所述支撑块本体滑动连接，所述金属条本体的端部设置有凸起部，所述凸起部卡入所述卡孔内并与所述支撑块本体卡接，且所述弹性件弹性抵接于所述凸起部上，使凸起部 可靠地卡扣连接于支撑块本体上。例如，所述弹性件包括相连接的弹性部和抵接部，所述弹性部位于所述伸缩槽内，且所述弹性部的远离所述抵接部的端部与所述支撑块本体连接，部分所述抵接部伸出所述伸缩槽位于所述卡孔内并与所述凸起部抵接，使弹性件弹性抵接于凸起部上。又如，所述弹性部为弹簧或弹性胶，使弹性部具有弹性。例如，所述抵接部焊接于所述弹性部上，使抵接部与弹性部牢固连接。在其他实施例中，所述抵接部还可以通过螺钉紧固于弹性部上。当然，为了使弹性件的结构较为紧凑，在其他实施例中，所述弹性部与所述抵接部也可以一体成型。例如，为了提高支撑块本体的防腐蚀性能和耐磨性能，所述卡孔和所述伸缩槽的内壁上均涂覆有耐磨层，可以提高支撑块本体的使用寿命，即支撑块的使用寿命。例如，每个第一金属条包括顶托，所述顶托螺纹连接于所述金属条本体的远离所述支撑块的端部，使金属条本体与顶托的连接位置可调；位于所述脚手架的顶部的第二金属支撑条为顶部第二支撑条，所述顶部第二支撑条与顶托连接。例如，所述顶部第二支撑条与所述顶托可拆卸连接。又如，所述顶托上开设有U型槽，所述顶部第二支撑条位于所述U型槽内并与所述顶托连接，使顶部第二支撑条快速拆装于第一支撑条上。
于所述脚手架上铺设所述铝材，形成所述支撑体系。
在其中一个实施例中，于所述支撑体系上铺设多个混凝土模板的步骤具体为：
于所述铝材上铺设多个混凝土模板。
在其中一个实施例中，所述混凝土模板的材料包括纤维混凝土和陶粒混凝土中的至少一种，使混凝土模板的成本较低且能满足抗弯折变形的性能。
S105，采用连接件300将相邻所述混凝土模板进行固定，使相邻两个混凝土模板可靠地抵接，避免相邻两个混凝土模板相对运动。在其中一个实施例中，采用连接件将相邻所述混凝土模板进行固定的步骤S105具体为：相邻所述混凝土模板的抵接处采用连接件进行固定，使相邻混凝土模板连接处较为紧凑。如图4所示，例如，所述连接件为马钉。如图5所示，又如，所述 连接件呈U型状，且所述连接件的两端分别与相邻两个混凝土模板连接，使连接件将两个混凝土模板固定连接于一体。
S106，对相邻两个所述混凝土模板之间的缝隙进行拼接。例如，对相邻两个所述混凝土模板的粗糙面之间的缝隙进行拼接，避免后续浇筑的混凝土从缝隙中泄漏，使钢筋混凝土结构较好地成型于混凝土模板上。
在其中一个实施例中，对相邻两个所述混凝土模板之间的缝隙进行拼接的步骤S106具体为：
采用胶带对相邻两个所述混凝土模板之间的缝隙进行拼接。例如，所述胶带为止水胶带，使胶带密封拼接于相邻两个混凝土模板之间的缝隙内。为使相邻两个混凝土模板之间的拼接更加紧密，又如，每一所述混凝土模板上开设有企口槽，使相邻两个混凝土模板通过企口槽相互嵌接，从而使相邻两个混凝土模板之间的拼接更加紧密。
S106A，于所述混凝土模板上安装钢筋连接件，使钢筋通过钢筋连接件快速可靠定位于混凝土模板上，从而使后续浇筑的楼板混凝土与混凝土模板的连接更为牢固。
S107，于所述混凝土模板的粗糙面上铺设钢筋400。
S109，于所述钢筋上浇筑混凝土500，使钢筋混凝土成型于混凝土模板的粗糙面上，使钢筋混凝土与混凝土模板的接触面积较大，且混凝土于纤维混凝土上的流动性较小，从而使钢筋混凝土较好地成型于粗糙面上，由于预先对相邻两个所述混凝土模板之间的缝隙进行拼接，避免了混凝土于浇筑过程中从两个混凝土模板之间的缝隙泄漏，从而使钢筋混凝土较好地成型于混凝土模板上。
如图6所示，在其中一个实施例中，在于所述钢筋上浇筑混凝土的步骤S109之后，所述建造方法还包括：
S111，分别对多个所述混凝土模板进行挂网拼缝处理，使多个混凝土模板的平滑面之间的平整性较好。
例如，楼板的建造方法包括：搭设支撑体系，所述支撑体系包括脚手架 以及在所述脚手架上设置的型钢；于所述型钢上铺设多个混凝土模板，相邻两个所述混凝土模板相互抵接，每个所述混凝土模板包括平滑面和与所述平滑面相对设置的粗糙面；采用连接件将相邻所述混凝土模板进行固定；对相邻两个所述混凝土模板之间的缝隙进行拼接；于所述混凝土模板的粗糙面上铺设钢筋，使钢筋混凝土成型于混凝土模板的粗糙面上，使钢筋混凝土与混凝土模板的接触面积较大，且混凝土于纤维混凝土上的流动性较小，从而使钢筋混凝土较好地成型于粗糙面上，由于预先对相邻两个所述混凝土模板之间的缝隙进行拼接，避免了混凝土于浇筑过程中从两个混凝土模板之间的缝隙泄漏，从而使钢筋混凝土较好地成型于混凝土模板上；分别对多个所述混凝土模板进行挂网拼缝处理，使多个混凝土模板的平滑面之间的平整性较好；由于混凝土模板与钢筋混凝土粘结成型于一体，且后续混凝土模板无需拆卸，相对于传统的木模板或铝模板或组合模板，上述的楼板的建造方法可以避免铝模板或组合模板的组合方式的灵活性较差的问题，也可以避免木模板的周转次数较少且摊销较大的问题。
在其中一个实施例中，采用连接件将相邻所述混凝土模板进行固定的步骤S105具体为：相邻所述混凝土模板的抵接处采用连接件进行固定，使相邻混凝土模板连接处较为紧凑。例如，一种楼板的建造方法包括：搭设支撑体系20；所述支撑体系包括脚手架22以及在所述脚手架上设置的型钢100；于所述型钢上铺设多个混凝土模板200，相邻两个所述混凝土模板相互抵接，使相邻两个混凝土模板之间的间隙较小，由于每个混凝土模板铺设于型钢上，使混凝土模板不会相对于型钢运动，从而使混凝土模板较好地铺设于支撑体系上；相邻所述混凝土模板的抵接处采用连接件进行固定，使相邻混凝土模板连接处较为紧凑；于所述混凝土模板的粗糙面上铺设钢筋400；于所述钢筋上浇筑混凝土，使钢筋混凝土成型于混凝土模板的粗糙面上，使钢筋混凝土与混凝土模板的接触面积较大，且混凝土于纤维混凝土上的流动性较小，从而使钢筋混凝土较好地成型于粗糙面上，由于预先对相邻两个所述混凝土模板之间的缝隙进行拼接，避免了混凝土于浇筑过程中从两个混凝土模板之 间的缝隙泄漏，从而使钢筋混凝土较好地成型于混凝土模板上；分别对多个所述混凝土模板进行挂网拼缝处理，使多个混凝土模板的平滑面之间的平整性较好；由于楼板的建造方法可以避免铝模板或组合模板的组合方式的灵活性较差的问题，也可以避免木模板的周转次数较少且摊销较大的问题；由于混凝土模板无需拆卸，即楼板的建设过程中省去了拆模的工作量，大大缩减了建设工期的长度，解决了楼板的建设工期较长的问题。在其中一个实施例中，所述连接件为马钉。
在其中一个实施例中，多个所述混凝土模板呈矩形阵列式分布。
在其中一个实施例中，于所述型钢上铺设多个混凝土模板的步骤S104具体为：
于所述型钢上顺序铺设多个混凝土模板，使多个混凝土模板整齐地铺设于型钢上。
例如，楼板的建造方法包括：搭设支撑体系20；所述支撑体系包括脚手架22以及在所述脚手架上设置的型钢100；于所述型钢上顺序铺设多个混凝土模板，相邻两个所述混凝土模板相互抵接，使多个混凝土模板整齐地铺设于型钢上，且相邻两个混凝土模板之间的间隙较小，由于每个混凝土模板铺设于型钢上，使混凝土模板不会相对于型钢运动，从而使混凝土模板较好地铺设于支撑体系上；相邻所述混凝土模板的抵接处采用连接件进行固定，使相邻混凝土模板连接处较为紧凑；于所述混凝土模板的粗糙面上铺设钢筋400；于所述钢筋上浇筑混凝土，使钢筋混凝土成型于混凝土模板的粗糙面上，使钢筋混凝土与混凝土模板的接触面积较大，且混凝土于纤维混凝土上的流动性较小，从而使钢筋混凝土较好地成型于粗糙面上，由于预先对相邻两个所述混凝土模板之间的缝隙进行拼接，避免了混凝土于浇筑过程中从两个混凝土模板之间的缝隙泄漏，从而使钢筋混凝土较好地成型于混凝土模板上；分别对多个所述混凝土模板进行挂网拼缝处理，使多个混凝土模板的平滑面之间的平整性较好；由于楼板的建造方法可以避免铝模板或组合模板的组合方式的灵活性较差的问题，也可以避免木模板的周转次数较少且摊销较大的 问题；由于混凝土模板无需拆卸，即楼板的建设过程中省去了拆模的工作量，大大缩减了建设工期的长度，解决了楼板的建设工期较长的问题。
本发明提供一种楼板。模板采用上述任一实施例所述的楼板的建造方法进行制造。
再次参见图3与图4，例如，楼板10包括混凝土模板100、型钢200、连接件300、钢筋结构400以及楼板本体500；所述混凝土模板的数目至少为两个，两个所述混凝土模板相互抵接；每个所述混凝土模板包括平滑面和与所述平滑面相对设置的粗糙面；所述型钢支撑所述混凝土模板，且所述型钢与所述混凝土模板的平滑面抵接；相邻两个所述混凝土模板通过所述连接件进行固定；所述钢筋结构铺设于所述混凝土模板的粗糙面上；所述楼板本体成型于所述钢筋结构上以形成钢筋混凝土结构，且所述楼板本体与所述混凝土模板的粗糙面连接。
上述的楼板，包括混凝土模板、型钢、连接件、钢筋机构以及楼板本体，混凝土模板的数目至少为两个，两个所述混凝土模板相互抵接；每个所述混凝土模板包括平滑面和与所述平滑面相对设置的粗糙面，型钢支撑混凝土模板，建造楼板时，可以先搭建支撑体系20，然后将型钢设置于支撑体系上，然后再将混凝土模板铺设于型钢上以使型钢支撑并抵接于混凝土模板的平滑面，然后在将钢筋结构铺设于混凝土模板的粗糙面上，最后将混凝土浇筑于钢筋结构上以使楼板本体成型于钢筋结构上，从而形成与混凝土模板牢固连接于一体的钢筋混凝土结构，即所述楼板本体与所述混凝土模板牢固连接；由于钢筋混凝土结构成型于混凝土模板的粗糙面上，使钢筋混凝土与混凝土模板的接触面积较大，且混凝土于纤维混凝土上的流动性较小，从而使钢筋混凝土较好地成型于粗糙面上；当建造后的楼板完成养护时，拆除支撑体系，而无需拆除混凝土模板，相对于传统的模板工程采用木模板或铝模板或组件模板等，节省了拆模的工作量，使楼板的建设工期较短；由于无需拆模，避免楼板在拆模过程中因楼板的部分区域养护不足发生破坏的问题，同时可以避免拆模后的楼板须经过大幅度地抹灰找平工序的问题，大大缩短了模板结 构的建设工期的长度；由于混凝土模板还包括与粗糙面相对的平滑面，使建造后的楼板的内侧为平滑面，从而使楼板的内表面的平整度较高，可以免除繁琐的抹灰工序，进一步缩短了模板结构的建设工期的长度。
例如，所述连接件的数目至少为N-1个，其中N大于或等于2；所述混凝土模板的数目为N个；所述型钢的数目为N+1个，相邻两个所述型钢共同支撑一个所述混凝土模板；N-1个所述连接件一一对应设置于N-1个所述型钢上，且每个所述连接件将相邻两个所述混凝土模板连接于一起相邻两个混凝土模板相互抵接且之间的间隙满足工程要求，从而使楼板较为平整且无需进行找平抹灰工序。
在其中一个实施例中，所述混凝土模板的数目为两个，分别为第一混凝土模板和第二混凝土模板；所述型钢的数目为三个，分别为第一型钢、第二型钢和第三型钢，所述第一型钢和所述第二型钢共同支撑所述第一混凝土模板，所述第二型钢和所述第三型钢共同支撑所述第二混凝土模板；所述连接件分别与两个所述混凝土模板连接。
在其中一个实施例中，所述第一型钢、所述第二型钢和所述第三型钢相互平行，使两个混凝土模板较好地设置于三个型钢上。
在其中一个实施例中，所述连接件的数目为k个，k个所述连接件并排设置，使楼板较为简单且紧凑。可以理解，连接件的数目N不仅限于两个，还可以是三个以上。在其中一个实施例中，所述连接件的数目至少为n-1个，其中n大于或等于3；所述混凝土模板的数目为n个，且相邻两个所述混凝土模板相互抵接；所述型钢的数目为n+1个，相邻两个所述型钢共同支撑一个所述混凝土模板；n-1个所述连接件一一对应设置于n-1个所述型钢上，且每个所述连接件将相邻两个所述混凝土模板连接于一起，由于相邻两个混凝土模板相互抵接且之间的间隙满足工程要求，从而使楼板较为平整且无需进行找平抹灰工序。
在其中一个实施例中，n+1个所述型钢相互平行，使楼板较为平整且结构较为紧凑。
在其中一个实施例中，所述第一连接件和所述连接件均呈U型状，使连接件可靠地将混凝土模板固定于型钢上。如图5所示，例如，所述连接件300呈U型状，所述连接件包括连接件本体322、以及由所述连接件本体向外延伸的第一插接部324和第二插接部326，所述第一插接部和所述第二插接部分别插接于相邻两个所述混凝土模板上，使连接件不易从混凝土模板滑脱，从而使相邻两个混凝土模板可靠地连接于一体。例如，多个所述混凝土模板呈矩形阵列式分布以形成混凝土模板支撑平面，所述钢筋结构平铺于所述混凝土模板支撑平面上，使成型后的楼板本体较为平整。例如，所述钢筋结构具有多个网格状的钢筋框架，使楼板本体快速填充于钢筋结构中，且成型后的楼板的强度较好。又如，多个所述网格状的钢筋框架呈矩形阵列式分布，使钢筋结构较为均匀且成型后的楼板的强度更好。
上述的楼板及其建造方法，首先搭设支撑体系，所述支撑体系包括脚手架以及在所述脚手架上设置的型钢；然后于型钢上铺设多个混凝土模板，相邻两个混凝土模板相互抵接，由于每个混凝土模板铺设于型钢上，使混凝土模板不会相对于型钢运动，从而使混凝土模板较好地铺设于支撑体系上；然后采用连接件将相邻所述混凝土模板进行固定，使相邻两个混凝土模板可靠地抵接，避免相邻两个混凝土模板相对运动；然后对相邻两个所述混凝土模板之间的缝隙进行拼接；然后于所述混凝土模板的粗糙面上铺设钢筋；最后于钢筋上浇筑混凝土，使钢筋混凝土成型于混凝土模板的粗糙面上，使钢筋混凝土与混凝土模板的接触面积较大，且混凝土于纤维混凝土上的流动性较小，从而使钢筋混凝土较好地成型于粗糙面上，由于预先对相邻两个所述混凝土模板之间的缝隙进行拼接，避免了混凝土于浇筑过程中从两个混凝土模板之间的缝隙泄漏，从而使钢筋混凝土较好地成型于混凝土模板上；由于混凝土模板与钢筋混凝土粘结成型于一体，且后续混凝土模板无需拆卸，相对于传统的木模板或铝模板或组合模板，上述的楼板的建造方法，将混凝土模板代替木模板，且支撑体系不采用木材，大大地降低了木方的使用量，有利于环保节约；施工时，可以根据施工要求对混凝土模板进行切割拼装，避免 铝模板或组合模板的组合方式的灵活性较差的问题，也可以避免木模板的周转次数较少且摊销较大的问题，由于混凝土模板无需拆除，可与现浇混凝土结构形成一个整体，即楼板的建设过程中省去了拆模的工作量，即消除了模板拆除的时间，大大缩减了建设工期的长度，解决了楼板的建设工期较长的问题，同时可以避免模板拆除过程中对构件造成的损坏；由于混凝土模板还包括与粗糙面相对的平滑面，使建造后的楼板的内侧为平滑面，从而使楼板的内表面的平整度较高，可以免除繁琐的抹灰作业工序，进一步地缩短了建设工期的长度。
以上所述实施例的各技术特征可以进行任意的组合，为使描述简洁，未对上述实施例中的各个技术特征所有可能的组合都进行描述，然而，只要这些技术特征的组合不存在矛盾，都应当认为是本说明书记载的范围。
以上所述实施例仅表达了本申请的几种实施方式，其描述较为具体和详细，但并不能因此而理解为对申请专利范围的限制。应当指出的是，对于本领域的普通技术人员来说，在不脱离本申请构思的前提下，还可以做出若干变形和改进，这些都属于本申请的保护范围。因此，本申请专利的保护范围应以所附权利要求为准。

Claims (20)

  1. 一种楼板的建造方法，包括：
    搭设支撑体系；
    于所述支撑体系上铺设多个混凝土模板，相邻两个所述混凝土模板相互抵接，每个所述混凝土模板包括平滑面和与所述平滑面相对设置的粗糙面；
    采用连接件将相邻所述混凝土模板进行固定；
    对相邻两个所述混凝土模板之间的缝隙进行拼接；
    于所述混凝土模板的粗糙面上安装钢筋固定件；
    于所述混凝土模板的粗糙面上铺设钢筋；
    于所述钢筋上浇筑混凝土。
  2. 根据权利要求1所述的楼板的建造方法，其特征在于，采用连接件将相邻所述混凝土模板固定的步骤具体为：
    相邻所述混凝土模板抵接处采用连接件进行固定。
  3. 根据权利要求1所述的楼板的建造方法，其特征在于，在于所述钢筋上浇筑混凝土的步骤之后，所述建造方法还包括步骤：
    分别对多个所述混凝土模板进行挂网拼缝处理。
  4. 根据权利要求1所述的楼板的建造方法，其特征在于，所述支撑体系包括脚手架以及在所述脚手架上设置的型钢，搭设所述支撑体系的步骤包括：
    搭设脚手架；
    于所述脚手架上铺设所述型钢，形成所述支撑体系。
  5. 根据权利要求4所述的楼板的建造方法，其特征在于，于所述支撑体系上铺设多个混凝土模板的步骤具体为：
    于所述型钢上铺设多个混凝土模板。
  6. 根据权利要求5所述的楼板的建造方法，其特征在于，多个所述混凝土模板呈矩形阵列式分布。
  7. 根据权利要求6所述的楼板的建造方法，其特征在于，于所述型钢上铺设多个混凝土模板的步骤具体为：
    于所述型钢上顺序铺设多个混凝土模板。
  8. 根据权利要求5所述的楼板的建造方法，其特征在于，于所述型钢上铺设多个混凝土模板的步骤具体为：
    于所述型钢上顺序铺设多个混凝土模板。
  9. 根据权利要求1所述的楼板的建造方法，其特征在于，所述支撑体系包括脚手架以及在所述脚手架上设置的铝材，搭设所述支撑体系的步骤包括：
    搭设脚手架；
    于所述脚手架上铺设所述铝材，形成所述支撑体系。
  10. 根据权利要求1所述的楼板建造方法，其特征在于，对相邻两个所述混凝土模板之间的缝隙进行拼接的步骤具体为：
    采用胶带对相邻两个所述混凝土模板之间的缝隙进行拼接。
  11. 一种楼板，采用权利要求1所述的楼板的建造方法进行制造。
  12. 根据权利要求11所述的楼板，其特征在于，所述楼板包括混凝土模板、型钢、连接件、楼板本体以及钢筋结构；
    所述混凝土模板的数目至少为两个，两个所述混凝土模板相互抵接；每个所述混凝土模板包括平滑面和与所述平滑面相对设置的粗糙面；
    所述型钢支撑所述混凝土模板，且所述型钢与所述混凝土模板的平滑面抵接；
    相邻两个所述混凝土模板通过所述连接件进行固定；
    所述钢筋结构铺设于所述混凝土模板的粗糙面上；以及
    所述楼板本体成型于所述钢筋结构上以形成钢筋混凝土结构，且所述楼板本体与所述混凝土模板的粗糙面连接。
  13. 根据权利要求12所述的楼板结构，其特征在于，所述连接件的数目至少为N-1个，其中N大于或等于2；所述混凝土模板的数目为N个；所述型钢的数目为N+1个，相邻两个所述型钢共同支撑一个所述混凝土模板；N-1个所述连接件一一对应设置于N-1个所述型钢上，且每个所述连接件将相邻两个所述混凝土模板连接于一起。
  14. 根据权利要求13所述的楼板结构，其特征在于，所述混凝土模板的数目为两个，分别为第一混凝土模板和第二混凝土模板；所述型钢的数目为三个，分别为第一型钢、第二型钢和第三型钢，所述第一型钢和所述第二型钢共同支撑所述第一混凝土模板，所述第二型钢和所述第三型钢共同支撑所述第二混凝土模板；所述连接件分别与两个所述混凝土模板连接。
  15. 根据权利要求14所述的楼板结构，其特征在于，所述第一型钢、所述第二型钢和所述第三型钢相互平行。
  16. 根据权利要求13所述的楼板结构，其特征在于，所述连接件的数目至少为n-1个，其中n大于或等于3；所述混凝土模板的数目为n个，且相邻两个所述混凝土模板相互抵接；所述型钢的数目为n+1个，相邻两个所述型钢共同支撑一个所述混凝土模板；n-1个所述连接件一一对应设置于n-1个所述型钢上，且每个所述连接件将相邻两个所述混凝土模板连接于一起。
  17. 根据权利要求16所述的楼板结构，其特征在于，n+1个所述型钢相互平行。
  18. 根据权利要求13所述的楼板结构，其特征在于，所述连接件呈U型状。
  19. 根据权利要求12所述的楼板结构，其特征在于，所述连接件的数目为k个，k个所述连接件并排设置。
  20. 根据权利要求12所述的楼板结构，其特征在于，所述连接件呈U型状。
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