WO2019222893A1 - 混凝土墙及其建造方法 - Google Patents

混凝土墙及其建造方法 Download PDF

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Publication number
WO2019222893A1
WO2019222893A1 PCT/CN2018/087712 CN2018087712W WO2019222893A1 WO 2019222893 A1 WO2019222893 A1 WO 2019222893A1 CN 2018087712 W CN2018087712 W CN 2018087712W WO 2019222893 A1 WO2019222893 A1 WO 2019222893A1
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WIPO (PCT)
Prior art keywords
concrete
formwork
frame
constructing
concrete wall
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PCT/CN2018/087712
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English (en)
French (fr)
Inventor
杨泓斌
陈祥祥
李缙
安娜
李鑫
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/CN2018/087712 priority Critical patent/WO2019222893A1/zh
Publication of WO2019222893A1 publication Critical patent/WO2019222893A1/zh

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/26—Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other
    • 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
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • 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
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • 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

Definitions

  • the invention relates to the technical field of concrete wall construction, in particular to a concrete wall and a construction method thereof.
  • a formwork such as a wood formwork, a combination formwork or an aluminum formwork is used to form a pouring cavity, so that the concrete wall is formed in the pouring cavity.
  • the formwork needs to be disassembled. Because the disassembly speed of the formwork of the concrete wall is slow and the time required is long, there is a problem that the construction time of the project is longer.
  • the formwork of the concrete wall is shaped, After the formwork is dismantled, the concrete wall needs to be plastered to further extend the construction time of the project.
  • a concrete wall and a method for constructing the same are provided.
  • a method for constructing a concrete wall includes:
  • a concrete wall is obtained by using the above-mentioned construction method of a concrete wall.
  • FIG. 1 is a flowchart of a method for constructing a concrete wall according to an embodiment
  • Figure 2 is a schematic diagram of the construction of the concrete wall shown in Figure 1;
  • FIG. 3 is a schematic diagram before step S109 of the method for constructing a concrete wall shown in FIG. 1;
  • FIG. 4 is an enlarged view at A before Step S109 of the method for constructing the concrete wall shown in FIG. 3;
  • FIG. 4 is an enlarged view at A before Step S109 of the method for constructing the concrete wall shown in FIG. 3; FIG.
  • FIG. 5 is a flowchart of a method for constructing a concrete wall according to another embodiment
  • FIG. 6 is a flowchart of a method for constructing a concrete wall according to another embodiment
  • step S107 is a flowchart of step S107 of the method for constructing the concrete wall shown in FIG. 1;
  • FIG. 8 is a flowchart of a method for constructing a concrete wall according to another embodiment
  • FIG. 9 is a flowchart of a method for constructing a concrete wall according to still another embodiment.
  • a method for constructing a concrete wall includes: for example, tying wall reinforcing bars; for example, fixing a plurality of concrete formwork on a plurality of frame forms one by one, so that each of the concrete formwork is fixed to each of the frames correspondingly
  • assembling a plurality of the frame molds such that an inner frame mold component and an outer frame mold component are respectively formed on both sides of the wall reinforcement; for example, the concrete formwork of the inner frame mold component and the A pouring cavity is enclosed between the concrete formwork of the outer frame formwork component; for example, an inclined support mechanism is provided on the inner frame formwork component; for example, concrete is poured into the pouring cavity; for example, the inclined structure is removed A supporting mechanism and a plurality of said frame molds.
  • a method of constructing a concrete wall includes: tying wall steel bars; fixing a plurality of concrete formwork one by one on a plurality of frame forms so that each of the concrete formwork is correspondingly fixed on each of the frame forms; assembling The plurality of frame molds are such that an inner frame mold component and an outer frame mold component are formed on both sides of the wall steel bar, and the concrete formwork of the inner frame mold component and the concrete of the outer frame mold component are formed.
  • a pouring cavity is enclosed between the formwork; an inclined support mechanism is provided on the inner frame mold assembly; concrete is poured into the pouring cavity; and the inclined support mechanism and the plurality of frame molds are removed.
  • a method for constructing a concrete wall includes:
  • each frame formwork 20 fixes each concrete formwork 10.
  • each frame formwork 20 can also fix multiple concrete formwork forms 10 at the same time.
  • S105 Assemble a plurality of the frame molds 20, so that the inner frame mold assembly 22 and the outer frame mold assembly 24 are formed on both sides of the wall reinforcement, that is, the plurality of frame molds 20 are assembled into the inner frame mold assembly, respectively 22 and the outer frame formwork assembly 24.
  • the inner frame formwork assembly 22 is opposite to the outer frame formwork assembly 24 and is located on both sides of the wall reinforcement.
  • a pouring cavity 20a is enclosed between the concrete formwork 10 of the inner frame formwork component 22 and the concrete formwork 10 of the outer frame formwork component 24, that is, the inner concrete formwork 10 component corresponding to the inner frame formwork component 22 and the outer side.
  • a pouring cavity 20a is enclosed between the outer concrete formwork 10 components corresponding to the frame mold assembly 24.
  • the step S105 of assembling a plurality of the frame molds 20 is specifically:
  • each of the frame molds 20 is provided with a positioning hole 21, and the pins 30 are respectively inserted into the positioning holes of the two frame molds 20 so that the two frame molds 20 are accurately assembled and connected.
  • An oblique support mechanism is provided on the inner frame mold assembly 22.
  • the method further includes the following steps:
  • the steps of fastening and positioning the inner frame mold assembly 22 and the outer frame mold assembly 24 are specifically:
  • the inner frame mold assembly 22 and the outer frame mold assembly 24 are connected at the same time by a connecting member.
  • the connecting member is a countersunk bolt.
  • a first threaded hole is formed in the inner frame formwork assembly 22
  • a second threaded hole is formed in the outer frame formwork assembly 24
  • a first formwork is provided in the concrete formwork 10 corresponding to the inner frame formwork assembly 22.
  • a through-hole, a second through-hole is opened on the concrete formwork 10 corresponding to the outer frame formwork assembly 24, and the tension bolts are sequentially penetrated through the first threaded hole, the first through-hole, the second through-hole, and the second threaded hole.
  • the inner frame mold assembly 22 and the outer frame mold assembly 24 are connected at the same time.
  • the step of connecting the inner frame formwork component 22 and the outer frame formwork component 24 at the same time by using a connector includes: processing a first threaded hole on the concrete formwork 10 corresponding to the inner frame formwork component 22 by a tool.
  • the corresponding first through hole; the second through hole corresponding to the second threaded hole is processed on the concrete formwork 10 corresponding to the outer frame mold assembly 24 by a tool; the connecting member is sequentially passed through the first threaded hole, the first Inside the through hole, the second through hole and the second threaded hole.
  • the tool is an impact drill or other drilling tool.
  • the roughness of the side of each concrete form 10 adjacent to the frame form 20 is less than the roughness of the other side facing away from the frame form 20; when the concrete form 10 is fixed to the frame, When the mold 20 is on, the lower formwork side of the concrete formwork 10 can be abutted against the frame formwork 20, and the more roughened side faces away from the frame formwork 20, so that the concrete formwork 10 of the inner frame formwork assembly 22 and The inner wall of the pouring cavity 20a enclosed between the concrete formwork 10 of the outer frame formwork assembly 24 has a relatively large roughness, so that the in-situ concrete is tightly connected with the inner wall of the pouring cavity 20a during the solidification molding process.
  • each of the concrete formwork 10 is a concrete hemp surface
  • the other side is a concrete flat surface.
  • the method further includes steps:
  • S113 Plaster and level the first through hole and the second through hole, so that the appearance of the formed concrete wall is better.
  • the inclined support mechanism includes a support base, an inclined support rod, a positioning member, and a fixing member.
  • Step S107 of setting an inclined support mechanism on the inner frame mold assembly 22 includes:
  • the support frame supports the inner frame mold assembly 22 to prevent the inner frame mold assembly 22 from sliding down automatically due to the influence of its own gravity, so that the inner frame mold assembly 22 is better positioned on the foundation.
  • one end of the inclined support rod is positioned on the support base by the positioning member.
  • the other end of the inclined support rod is connected to the inner frame mold assembly 22 through the fixing member, because one end of the inclined support rod is positioned and connected to the support seat, and the other end is connected to the inner frame mold assembly 22
  • the triangle-shaped inclined support mechanism can ensure the verticality of the concrete wall after molding.
  • a method of constructing a concrete wall includes: S101, binding wall steel bars; S103, fixing a plurality of concrete formwork 10 to a plurality of frame forms 20 one by one; S105, assembling a plurality of the frame forms 20, so that the inner frame mold assembly 22 and the outer frame mold assembly 24 are formed on both sides of the wall reinforcement; S106, fasten the inner frame mold assembly 22 and the outer frame mold assembly 24.
  • the support seat supports the inner frame mold assembly 22, Prevent the inner frame mold assembly 22 from automatically sliding down under the influence of its own gravity, so that the inner frame mold assembly 22 is better positioned on the foundation;
  • S107B one end of the inclined support rod is positioned on the support by the positioning member Seat;
  • S107C the other end of the inclined support rod is connected to the inner frame mold assembly 22 through the fixing member;
  • S109 the concrete 40 is poured in the pouring cavity 20a;
  • S111 the slope is removed A supporting mechanism and a plurality of the frame molds 20.
  • the wall steel bars are bound; then, a plurality of concrete formwork pieces 10 are fixed to the frame formwork 20 one by one, so that each concrete formwork form 10 is correspondingly fixed to each frame formwork 20, so that each concrete formwork form 10 and each The frame form 20 is arranged in parallel; then a plurality of frame forms 20 are assembled so that the inner frame form assembly 22 and the outer frame form assembly 24 are formed on both sides of the wall reinforcement, the concrete formwork 10 of the inner frame form assembly 22 and the outer frame A casting cavity 20a is enclosed between the concrete formwork 10 of the mold assembly 24, so that the wall steel bar is located in the casting cavity 20a; and then the inner frame mold assembly 22 and the outer frame mold assembly 24 are fastened and positioned.
  • the support seat supports the inner frame mold assembly 22 to avoid the inner side
  • the frame mold assembly 22 automatically slides under the influence of its own gravity, so that the inner frame mold assembly 22 is better positioned on the foundation; then, one end of the inclined support rod is positioned on the support base by the positioning member; Then, the inclined branch is supported by the fixing member.
  • the other end of the strut is connected to the inner frame mold assembly 22, because one end of the inclined support rod is positioned and connected to the support base, and the other end is connected to the inner frame mold assembly 22 to form a triangle-shaped inclined support mechanism, which can ensure that The verticality of the formed concrete wall, and because the inner frame mold assembly 22 and the outer frame mold assembly 24 are fastened and positioned, the verticality of the concrete wall after molding and the parallelism of the inner and outer wall surfaces And then pouring concrete 40 into the pouring cavity 20a, so that the formed concrete is wrapped and filled with steel bars in the wall; finally, the inclined support mechanism and the plurality of frame molds 20 are removed, and the concrete formwork 10 and the pouring cavity The concrete within 20a is connected together to form a concrete wall.
  • the concrete formwork 10 does not need to be removed after the concrete wall is formed, only the diagonal support mechanism and multiple frame forms 20 can be removed, which changes the steps required to disassemble the traditional formwork and greatly shortens the project
  • the construction time of the project solves the problem of long construction time of the project; since the formwork does not need to be dismantled, there is no wood formwork in the concrete wall, which is easy to be deformed and demolished. Later, the problem of plastering and leveling is required, and there is no need to consider the problem of damage due to insufficient curing of the concrete wall.
  • two adjacent concrete forms 10 abutting each other are pieced together, so that the flatness of the abutment and abutment of two adjacent concrete form pieces 10 is better.
  • a notch groove 12 is formed on at least one side of each of the concrete formwork 10, so that two adjacent and abutted concrete formwork 10 are pieced together.
  • two concrete formwork plates 10 located at both ends of the concrete wall are provided with grooves 12 on one side, and each concrete formwork 10 located in the middle of the concrete wall is provided with grooves 12 on both sides.
  • the cross-section of the notch groove 12 is L-shaped, so that the two adjacent concrete formwork 10 can be quickly embedded and have good flatness.
  • two concrete formwork 10 adjacent and abutting each other are not limited to being inserted and connected together.
  • two concrete formwork 10 adjacent and abutting each other are snapped together.
  • one side of the concrete formwork 10 is provided with a slot, and the other side is provided with a protrusion.
  • the protrusion of one of the concrete formwork 10 can be snapped into the slot of the other concrete formwork 10 to make the adjacent And the two concrete formwork 10 abutting each other are snapped together.
  • two concrete formwork plates 10 located at both ends of the concrete wall may be provided with card grooves or projections.
  • the design is selected according to the connection requirements with the ends of the adjacent concrete wall, and the position of the card grooves or The positions of the protrusions are not limited to the two ends of the concrete formwork 10; each concrete formwork 10 located in the middle of the concrete cavity is provided with a card slot on one side and a protrusion on the other side.
  • each of the concrete formwork 10 includes at least one of fiber-reinforced concrete or ceramsite concrete, so that the concrete formwork 10 has a certain strength and meets the requirements of the formwork.
  • the method before fixing the plurality of concrete formwork 10 to the plurality of frame forms 20 one by one, and after tying the wall steel bars, the method further includes the following steps:
  • the material of the frame mold 20 is metal or plastic, so that the frame mold 20 is not easily deformed and has good strength.
  • the material of the frame mold 20 is metal.
  • the frame mold 20 has a frame structure.
  • the frame mold 20 includes a frame body 23, a plurality of horizontal bars 25, and a plurality of vertical bars 27.
  • the plurality of horizontal bars 25 are arranged in parallel with each other, the plurality of vertical bars 27 are arranged in parallel with each other, and The two ends are connected to the frame body 23, the two ends of each vertical bar 27 are connected to the frame body 23, and each horizontal bar 25 is vertically connected to each vertical bar 27 to form the frame mold 20 of the frame structure, so that the frame mold 20 It abuts well on the concrete formwork 10 and is light in weight.
  • a plurality of horizontal bars 25 are arranged at intervals, so that the frame mold 20 has a better abutment effect.
  • a plurality of vertical bars 27 are arranged at intervals, so that the frame mold 20 has a better abutment effect.
  • both ends of each horizontal bar 25 are welded to the frame body 23 so that the horizontal bar 25 and the frame body 23 are firmly connected.
  • both ends of each vertical bar 27 are welded to the frame body 23 so that the vertical bar 27 and the frame body 23 are firmly connected.
  • the present invention also provides a concrete wall obtained by using the method for constructing a concrete wall according to any one of the above embodiments.
  • the method for constructing the concrete wall includes: tying wall reinforcement; fixing a plurality of concrete formwork 10 to a plurality of frame forms 20 one by one, so that each of the concrete formwork 10 is correspondingly fixed to each of the frame forms. 20; assembled a plurality of the frame form 20, so that both sides of the wall reinforcement are formed with an inner frame form assembly 22 and an outer frame form assembly 24, the concrete formwork 10 of the inner frame form assembly 22 and A pouring cavity 20a is enclosed between the concrete formwork 10 of the outer frame formwork assembly 24; an inclined support mechanism is provided on the inner frame formwork assembly 22; a concrete 40 is placed in the pouring cavity 20a; An inclined support mechanism and a plurality of the frame molds 20.
  • the wall steel bars are bound; then, a plurality of concrete formwork 10 is fixed one by one to a plurality of frame forms 20 so that each concrete formwork 10 is correspondingly fixed to each frame form 20, so Make sure that each concrete formwork 10 is set in parallel with each frame form 20; then multiple frame forms 20 are assembled so that the inner frame formwork component 22 and the outer frame formwork component 24 and the inner frame formwork are formed on both sides of the wall reinforcement.
  • a pouring cavity 20a is enclosed between the concrete formwork 10 of the piece 22 and the concrete formwork 10 of the outer frame formwork assembly 24, so that the wall steel bars are located in the pouring cavity 20a.
  • An inclined support mechanism is provided on the inner frame formwork assembly 22 to Ensure the verticality of the concrete wall subsequently formed in the pouring cavity 20a; then pour concrete 40 in the pouring cavity 20a so that the formed concrete wraps and fills the wall reinforcement; finally, the inclined support mechanism and multiple The frame form 20 and the concrete form 10 are connected with the concrete in the pouring cavity 20a to form a concrete wall. Since the concrete form 10 can be used as a protective layer of the concrete wall after the concrete wall is formed, there is no need to disassemble it. It only needs to remove the inclined support mechanism and multiple frame molds 20, which changes the steps of traditional formwork to be disassembled, greatly shortens the construction time of the project, and solves the problem of long construction time of the project.

Abstract

一种混凝土墙的建造方法包括：绑扎墙体钢筋；将多个混凝土模板（10）一一固定于多个框模（20）上，使每一混凝土模板（10）对应固定于每一框模（20）上；拼装多个框模（20），使墙体钢筋两侧分别形成有内侧框模组件（22）和外侧框模组件（24），内侧框模组件（22）的混凝土模板（10）与外侧框模组件（24）的混凝土模板（41）之间围成有浇筑腔（20a）；于内侧框模组件（22）上设置斜支撑机构；于浇筑腔（20a）内浇筑混凝土；拆除斜支撑机构及多个框模（20）。

Description

混凝土墙及其建造方法 技术领域
本发明涉及混凝土墙的建造技术领域，特别是涉及一种混凝土墙及其建造方法。
背景技术
在现浇筑混凝土墙的工程中，采用木模板、组合模板或铝模板等类型的模板围成浇筑腔，使混凝土墙成型于浇筑腔内。待混凝土墙养护完成之后，需要对模板进行拆卸，由于混凝土墙的模板的拆卸速度较慢，所需时间较长，存在工程的建造时间较长的问题；此外，当成型后混凝土墙的外围的模板拆卸之后，需对混凝土墙进行抹灰进一步延长了工程的建造时间。
发明内容
根据本申请的各种实施例，提供一种混凝土墙及其建造方法。
一种混凝土墙的建造方法，包括：
绑扎墙体钢筋；
将多个混凝土模板一一固定于多个框模上，使每一所述混凝土模板对应固定于每一所述框模上；
拼装多个所述框模，使所述墙体钢筋两侧分别形成有内侧框模组件和外侧框模组件，所述内侧框模组件的混凝土模板与所述外侧框模组件的混凝土模板之间围成有浇筑腔；
于所述内侧框模组件上设置斜支撑机构；
于所述浇筑腔内浇筑混凝土；
拆除所述斜支撑机构及多个所述框模。
一种混凝土墙，采用上述的混凝土墙的建造方法得到。
本发明的一个或多个实施例的细节在下面的附图和描述中提出。本发明的其它特征、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发明的实施例和/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发明、目前描述的实施例和/或示例以及目前理解的这些发明的最佳模式中的任何一者的范围的限制。
图1为一实施例的混凝土墙的建造方法的流程图；
图2为图1所示混凝土墙的建造示意图；
图3为图1所示混凝土墙的建造方法的步骤S109之前的示意图；
图4为图3所示混凝土墙的建造方法的步骤S109之前的A处放大图；
图5为另一实施例的混凝土墙的建造方法的流程图；
图6为又一实施例的混凝土墙的建造方法的流程图；
图7为图1所示混凝土墙的建造方法的步骤S107的流程图；
图8为又一实施例的混凝土墙的建造方法的流程图；
图9为再一实施例的混凝土墙的建造方法的流程图。
具体实施方式
为了便于理解本发明，下面将参照相关附图对本发明进行更全面的描述。附图中给出了本发明的较佳实施例。但是，本发明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发明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发明的技术领域的技术人员通常理解的含义相同。本文中在本发明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，不是旨在于限制本发明。
例如，一种混凝土墙的建造方法包括：例如，绑扎墙体钢筋；例如，将多个混凝土模板一一固定于多个框模上，使每一所述混凝土模板对应固定于每一所述框模上；例如，拼装多个所述框模，使所述墙体钢筋两侧分别形成有内侧框模组件和外侧框模组件；例如，所述内侧框模组件的混凝土模板与所述外侧框模组件的混凝土模板之间围成有浇筑腔；例如，于所述内侧框模组件上设置斜支撑机构；例如，于所述浇筑腔内浇筑混凝土；例如，拆除所述斜支撑机构及多个所述框模。例如，一种混凝土墙的建造方法包括：绑扎墙体钢筋；将多个混凝土模板一一固定于多个框模上，使每一所述混凝土模板对应固定于每一所述框模上；拼装多个所述框模，使所述墙体钢筋两侧分别形成有内侧框模组件和外侧框模组件，所述内侧框模组件的混凝土模板与所述外侧框模组件的混凝土模板之间围成有浇筑腔；于所述内侧框模组件上设置斜支撑机构；于所述浇筑腔内浇筑混凝土；拆除所述斜支撑机构及多个所述框模。
如图1所示，一实施例的混凝土墙的建造方法包括：
S101，绑扎墙体钢筋。
同时参见图2与图3，S103，将多个混凝土模板10一一固定于多个框模20上，使每一所述混凝土模板10对应固定于每一所述框模20上，这样仅需固定拼装相邻的框模20即可确保相邻的混凝土模板10的平整性。在本实施例中，每一框模20固定每一混凝土模板10，在其他实施例中，每一框模20还可以同时固定多个混凝土模板10。
S105，拼装多个所述框模20，使所述墙体钢筋两侧分别形成有内侧框模组件22和外侧框模组件24，即将多个框模20分别拼装为内侧框模组件22和外侧框模组件24，内侧框模组件22与外侧框模组件24相对设置且分别位于墙体钢筋的两侧。所述内侧框模组件22的混凝土模板10与所述外侧框模 组件24的混凝土模板10之间围成有浇筑腔20a，即内侧框模组件22对应的内侧混凝土模板10组件与外侧框模组件24对应的外侧混凝土模板10组件之间围成有浇筑腔20a。
在其中一个实施例中，拼装多个所述框模20的步骤S105具体为：
如图4所示，通过销钉30对相邻且相互抵接的两个所述框模20进行固定连接，使相邻两个框模20准确定位连接于一起。例如，每一所述框模20上开设有定位孔21，所述销钉30分别穿设于两个所述框模20的定位孔内，使两个所述框模20准确拼装连接。
S107，于所述内侧框模组件22上设置斜支撑机构。
如图5所示，在其中一个实施例中，于所述内侧框模组件22上设置斜支撑机构之前，以及在拼装多个所述框模20之后，还包括步骤：
S106，将所述内侧框模组件22和所述外侧框模组件24进行紧固定位，保证内侧框模组件22与外侧框模组件24平行设置，确保成型后的混凝土墙的内、外侧的平行度。
在其中一个实施例中，将所述内侧框模组件22和所述外侧框模组件24进行紧固定位的步骤具体为：
通过连接件同时连接所述内侧框模组件22和所述外侧框模组件24。
在其中一个实施例中，所述连接件为对拉螺栓。在本实施例中，内侧框模组件22上开设有第一螺纹孔，外侧框模组件24上开设有第二螺纹孔，与内侧框模组件22对应的混凝土模板10上开设有第一通孔，与外侧框模组件24对应的混凝土模板10上开设有第二通孔，对拉螺栓依次穿设于第一螺纹孔、第一通孔、第二通孔和第二螺纹孔内，使连接件同时连接内侧框模组件22和外侧框模组件24。例如，通过连接件同时连接所述内侧框模组件22和所述外侧框模组件24的步骤包括：通过工具于内侧框模组件22对应的混凝土模板10上加工出与第一螺纹孔对应的第一通孔；通过工具于外侧框模组件24对应的混凝土模板10上加工出与第二螺纹孔对应的第二通孔；将连接件依次穿设于第一螺纹孔、第一通孔、第二通孔和第二螺纹孔内。又如，所述 工具为冲击钻或其他钻孔工具。
S109，于所述浇筑腔20a内浇筑混凝土40。
S111，拆除所述斜支撑机构及多个所述框模20。
在其中一个实施例中，每一所述混凝土模板10的邻近对应所述框模20的一侧的粗糙度小于背离所述框模20另一侧的粗糙度；当将混凝土模板10固定于框模20上时，可将混凝土模板10粗糙度较低的一侧抵接于框模20上，而粗糙度较高的一侧背离框模20，这样内侧框模组件22的混凝土模板10与外侧框模组件24的混凝土模板10之间围成的浇筑腔20a的内壁的粗糙度较大，使现浇混凝土凝固成型过程中与浇筑腔20a的内壁之间紧密连接。
进一步地，每一所述混凝土模板10的一侧为混凝土麻面，另一侧为混凝土平整面。在将混凝土模板10固定于框模20上时，混凝土平整面与框模20固定安装，而混凝土麻面背离框模20，使混凝土麻面为浇筑腔20a内侧，这样现浇的混凝土与浇筑腔20a内侧连接的紧密性较好。由于混凝土平整面与框模20固定安装，当拆除斜支撑机构及框模20之后，建造成型后的混凝土墙的表面的平整性较好，无需抹灰找平，只需简单处理接缝位置，即可在混凝土墙上进行装修作业，大大缩短了工程的建造时间。
如图6所示，例如，在拆除所述斜支撑机构及多个所述框模20之后，还包括步骤：
S113，对第一通孔和第二通孔进行抹灰找平，使成型后的混凝土墙的外表的平整性更好。
如图7所示，在其中一个实施例中，所述斜支撑机构包括支撑座、斜支撑杆、定位件和固定件。于所述内侧框模组件22上设置斜支撑机构的步骤S107包括：
S107A，将所述支撑座支撑所述内侧框模组件22，避免内侧框模组件22受自身重力的影响自动下滑，使内侧框模组件22更好地定位于地基上。
S107B，通过所述定位件将所述斜支撑杆的一端定位于所述支撑座上。
S107C，通过所述固定件将所述斜支撑杆的另一端连接于所述内侧框模组 件22上，由于斜支撑杆的一端与支撑座定位连接，另一端与内侧框模组件22连接，形成三角形状的斜支撑机构，可以确保成型后的混凝土墙的垂直度。
如图8所示，例如，混凝土墙的建造方法包括：S101，绑扎墙体钢筋；S103，将多个混凝土模板10一一固定于多个框模20上；S105，拼装多个所述框模20，使所述墙体钢筋两侧分别形成有内侧框模组件22和外侧框模组件24；S106，将所述内侧框模组件22和所述外侧框模组件24进行紧固定位，保证内侧框模组件22与外侧框模组件24平行设置，确保成型后的混凝土墙的内、外侧的平行度；S107A，将所述支撑座支撑所述内侧框模组件22，避免内侧框模组件22受自身重力的影响自动下滑，使内侧框模组件22更好地定位于地基上；S107B，通过所述定位件将所述斜支撑杆的一端定位于所述支撑座上；S107C，通过所述固定件将所述斜支撑杆的另一端连接于所述内侧框模组件22上；S109，于所述浇筑腔20a内浇筑混凝土40；S111，拆除所述斜支撑机构及多个所述框模20。
首先绑扎墙体钢筋；然后将多个混凝土模板10一一固定于多个框模20上，使每一混凝土模板10对应固定于每一框模20上，这样保证每一混凝土模板10与每一框模20平行设置；然后拼装多个框模20，使墙体钢筋两侧分别形成有内侧框模组件22和外侧框模组件24，内侧框模组件22的混凝土模板10与外侧框模组件24的混凝土模板10之间围成有浇筑腔20a，使墙体钢筋位于浇筑腔20a内；然后将所述内侧框模组件22和所述外侧框模组件24进行紧固定位，保证内侧框模组件22与外侧框模组件24平行设置，确保成型后的混凝土墙的内、外侧的平行度；然后将所述支撑座支撑所述内侧框模组件22，避免内侧框模组件22受自身重力的影响自动下滑，使内侧框模组件22更好地定位于地基上；然后通过所述定位件将所述斜支撑杆的一端定位于所述支撑座上；然后通过所述固定件将所述斜支撑杆的另一端连接于所述内侧框模组件22上，由于斜支撑杆的一端与支撑座定位连接，另一端与内侧框模组件22连接，形成三角形状的斜支撑机构，可以确保成型后的混凝土墙的垂直度，又由于将所述内侧框模组件22和所述外侧框模组件24进行紧固 定位，使成型之后的混凝土墙的垂直度及内外侧墙面的平行度；然后于所述浇筑腔20a内浇筑混凝土40，使成型后的混凝土包裹并填充墙体钢筋；最后，拆除所述斜支撑机构及多个所述框模20，而混凝土模板10与浇筑腔20a内的混凝土连接于一体共同组成混凝土墙，由于混凝土墙成型之后无需拆卸混凝土模板10，仅拆除斜支撑机构及多个框模20即可，改变了传统模板需拆卸的步骤，大大缩短了工程的建造时间，解决了工程的建造时间较长的问题；由于模板无需拆卸，不存在木模板在混凝土墙的浇筑易产生变形且拆模后需抹灰找平的问题，也无需考虑因混凝土墙养护不充足拆模而存在损坏的问题。
在其中一个实施例中，相邻且相互抵接的两个所述混凝土模板10拼嵌于一起，使相邻两个混凝土模板10的拼嵌的抵接的平整性较好。
再次参见图4，进一步地，每一所述混凝土模板10的至少一边开设有企口槽12，使相邻且相互抵接的两个所述混凝土模板10拼嵌于一起。在本实施例中，位于混凝土墙的两端的两个混凝土模板10均为一边开设有企口槽12，而位于混凝土墙的中间的每一混凝土模板10均为两边开设有企口槽12。例如，所述企口槽12的横截面为L型，使相邻两个混凝土模板10的快速拼嵌且抵接的平整性较好。
可以理解，在其他实施例，相邻且相互抵接的两个混凝土模板10不仅限于拼嵌连接于一起。例如，相邻且相互抵接的两个混凝土模板10卡接于一起。又如，所述混凝土模板10的一边开设有卡槽，另一边设有凸起，安装时，可将其中一个混凝土模板10的凸起卡入另外一个混凝土模板10的卡槽内，使相邻且相互抵接的两个混凝土模板10卡接于一起。在本实施例中，位于混凝土墙的两端的两个混凝土模板10可以开设卡槽或设置凸起，设计时根据与邻近的混凝土墙的端部的连接需求进行选择，且卡槽的开设位置或凸起的设置位置也不仅限于混凝土模板10的两端；位于混凝土腔的中间的每一混凝土模板10的一边开设有卡槽，另一边设有凸起。
在其中一个实施例中，每一所述混凝土模板10的材料包括纤维混凝土或陶粒混凝土中的至少一种，使混凝土模板10具有一定的强度，满足模板的使 用要求。
如图9所示，在其中一个实施例中，在将多个混凝土模板10一一固定于多个框模20上之前，以及在绑扎墙体钢筋之后，还包括步骤：
S102，将每一所述混凝土模板10定位于每一所述框模20上，确保每一混凝土模板10精确固定于框模20上。
再次参见图3，在其中一个实施例中，所述框模20的材料为金属或塑料，使框模20不易变形且具有较好的强度。在本实施例中，所述框模20的材料为金属。例如，所述框模20为框架结构。又如，所述框模20包括框体23、多个横条25和多个竖条27，多个横条25相互平行设置，多个竖条27相互平行设置，且每一横条25的两端均与框体23连接，每一竖条27的两端均与框体23连接，每一横条25与每一竖条27垂直连接，形成框架结构的框模20，使框模20较好地抵接于混凝土模板10且质量较轻。又如，多个横条25间隔设置，使框模20具有较好的抵接效果。又如，多个竖条27间隔设置，使框模20具有更好的抵接效果。又如，每一横条25的两端均焊接于框体23上，使横条25与框体23牢固连接。又如，每一竖条27的两端均焊接于框体23上，使竖条27与框体23牢固连接。
本发明还提供一种采用上述任一实施例所述的混凝土墙的建造方法得到的混凝土墙。
例如，所述混凝土墙的建造方法包括：绑扎墙体钢筋；将多个混凝土模板10一一固定于多个框模20上，使每一所述混凝土模板10对应固定于每一所述框模20上；拼装多个所述框模20，使所述墙体钢筋两侧分别形成有内侧框模组件22和外侧框模组件24，所述内侧框模组件22的混凝土模板10与所述外侧框模组件24的混凝土模板10之间围成有浇筑腔20a；于所述内侧框模组件22上设置斜支撑机构；于所述浇筑腔20a内浇筑混凝土40；拆除所述斜支撑机构及多个所述框模20。
上述的混凝土墙及其建造方法，首先绑扎墙体钢筋；然后将多个混凝土模板10一一固定于多个框模20上，使每一混凝土模板10对应固定于每一框 模20上，这样保证每一混凝土模板10与每一框模20平行设置；然后拼装多个框模20，使墙体钢筋两侧分别形成有内侧框模组件22和外侧框模组件24，内侧框模组件22的混凝土模板10与外侧框模组件24的混凝土模板10之间围成有浇筑腔20a，使墙体钢筋位于浇筑腔20a内；于内侧框模组件22上设置斜支撑机构，以确保后续成型于浇筑腔20a内的混凝土墙的垂直度；然后于所述浇筑腔20a内浇筑混凝土40，使成型后的混凝土包裹并填充墙体钢筋；最后，拆除所述斜支撑机构及多个所述框模20，而混凝土模板10与浇筑腔20a内的混凝土连接于一体共同组成混凝土墙，由于当混凝土墙成型之后混凝土模板10可作为混凝土墙的保护层而无需拆卸，仅拆除斜支撑机构及多个框模20即可，改变了传统模板需拆卸的步骤，大大缩短了工程的建造时间，解决了工程的建造时间较长的问题；由于模板无需拆卸，不存在木模板在混凝土墙的浇筑易产生变形且拆模后需抹灰找平的问题，也无需考虑因混凝土墙养护不充足拆模而存在损坏的问题。
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发明的几种实施方式，其描述较为具体和详细，但并不能因此而理解为对发明专利范围的限制。应当指出的是，对于本领域的普通技术人员来说，在不脱离本发明构思的前提下，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。因此，本发明专利的保护范围应以所附权利要求为准。

Claims (20)

  1. 一种混凝土墙的建造方法，包括：
    绑扎墙体钢筋；
    将多个混凝土模板一一固定于多个框模上，使每一所述混凝土模板对应固定于每一所述框模上；
    拼装多个所述框模，使所述墙体钢筋两侧分别形成有内侧框模组件和外侧框模组件，所述内侧框模组件的混凝土模板与所述外侧框模组件的混凝土模板之间围成有浇筑腔；
    于所述内侧框模组件上设置斜支撑机构；
    于所述浇筑腔内浇筑混凝土；
    拆除所述斜支撑机构及多个所述框模。
  2. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，拼装多个所述框模的步骤具体为：
    通过销钉对相邻且相互抵接的两个所述框模进行固定连接。
  3. 根据权利要求2所述的混凝土墙的建造方法，其特征在于，于所述内侧框模组件上设置斜支撑机构之前，以及在拼装多个所述框模之后，还包括步骤：
    将所述内侧框模组件和所述外侧框模组件进行紧固定位。
  4. 根据权利要求3所述的混凝土墙的建造方法，其特征在于，将所述内侧框模组件和所述外侧框模组件进行紧固定位的步骤具体为：
    通过连接件同时连接所述内侧框模组件和所述外侧框模组件。
  5. 根据权利要求4所述的混凝土墙的建造方法，其特征在于，所述连接件为对拉螺栓。
  6. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，于所述内侧框模组件上设置斜支撑机构之前，以及在拼装多个所述框模之后，还包括步骤：
    将所述内侧框模组件和所述外侧框模组件进行紧固定位。
  7. 根据权利要求6所述的混凝土墙的建造方法，其特征在于，将所述内侧框模组件和所述外侧框模组件进行紧固定位的步骤具体为：
    通过连接件同时连接所述内侧框模组件和所述外侧框模组件。
  8. 根据权利要求7所述的混凝土墙的建造方法，其特征在于，所述连接件为对拉螺栓。
  9. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，每一所述混凝土模板的邻近对应所述框模的一侧的粗糙度小于背离所述框模另一侧的粗糙度。
  10. 根据权利要求9所述的混凝土墙的建造方法，其特征在于，每一所述混凝土模板的一侧为混凝土麻面，另一侧为混凝土平整面。
  11. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，所述斜支撑机构包括支撑座、斜支撑杆、定位件和固定件；于所述内侧框模组件上设置斜支撑机构的步骤包括：
    将所述支撑座支撑所述内侧框模组件；
    通过所述定位件将所述斜支撑杆的一端定位于所述支撑座上；
    通过所述固定件将所述斜支撑杆的另一端连接于所述内侧框模组件上。
  12. 根据权利要求11所述的混凝土墙的建造方法，其特征在于，所述框模的材料为金属或塑料。
  13. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，相邻且相互抵接的两个所述混凝土模板拼嵌于一起。
  14. 根据权利要求13所述的混凝土墙的建造方法，其特征在于，每一所述混凝土模板的至少一边开设有企口槽，使相邻且相互抵接的两个所述混凝土模板拼嵌于一起。
  15. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，每一所述混凝土模板的材料包括纤维混凝土或陶粒混凝土中的至少一种。
  16. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，在将多个混凝土模板一一固定于多个框模上之前，以及在绑扎墙体钢筋之后，还包 括步骤：
    将每一所述混凝土模板定位于每一所述框模上。
  17. 根据权利要求16所述的混凝土墙的建造方法，其特征在于，每一所述混凝土模板的邻近对应所述框模的一侧的粗糙度小于背离所述框模另一侧的粗糙度。
  18. 根据权利要求17所述的混凝土墙的建造方法，其特征在于，每一所述混凝土模板的一侧为混凝土麻面，另一侧为混凝土平整面。
  19. 根据权利要求1所述的混凝土墙的建造方法，其特征在于，所述框模的材料为金属或塑料。
  20. 一种混凝土墙，其特征在于，采用权利要求1所述的混凝土墙的建造方法得到。
PCT/CN2018/087712 2018-05-21 2018-05-21 混凝土墙及其建造方法 WO2019222893A1 (zh)

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