CN108385967A - The construction method of elevator shaft integral mold plate system and elevator shaft - Google Patents

The construction method of elevator shaft integral mold plate system and elevator shaft Download PDF

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Publication number
CN108385967A
CN108385967A CN201710740175.XA CN201710740175A CN108385967A CN 108385967 A CN108385967 A CN 108385967A CN 201710740175 A CN201710740175 A CN 201710740175A CN 108385967 A CN108385967 A CN 108385967A
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China
Prior art keywords
frame
elevator shaft
connecting member
formwork
wall
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CN201710740175.XA
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Inventor
林贵鹏
刘易
高源�
刘宏波
刘振
贾长庆
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First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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First Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Priority to CN201710740175.XA priority Critical patent/CN108385967A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/22Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

本发明属于土建施工技术领域,提供一种电梯井道整体模板系统及电梯井的施工方法,包括多个立柱、限位连接在相邻两个所述立柱之间的龙骨框体和连接在相邻两个所述龙骨框体之间的调节组件,多个所述龙骨框体和多个所述立柱依次连接形成一个封闭的环状框体,驱动所述调节组件可实现所述环状框体围合的区域面积变大或缩小;通过该环状框体和调节组件的配合,实现脱模和环状框体的重复使用,进而可以解决现有的电梯井模板安装难度大,施工具有较大危险性的问题。

The invention belongs to the technical field of civil construction, and provides an elevator shaft integral formwork system and a construction method for an elevator shaft, including a plurality of columns, a keel frame body limitedly connected between two adjacent columns, and a frame connected between two adjacent columns. The adjustment assembly between the two keel frames, a plurality of the keel frames and a plurality of the uprights are sequentially connected to form a closed ring frame, and the ring frame can be realized by driving the adjustment assembly The area of the enclosed area becomes larger or smaller; through the cooperation of the ring frame and the adjustment component, the demoulding and the reuse of the ring frame can be realized, which can solve the problem that the existing elevator shaft formwork is difficult to install and the construction has relatively The problem of great danger.

Description

电梯井道整体模板系统及电梯井道的施工方法Integral formwork system for elevator shaft and construction method for elevator shaft

技术领域technical field

本发明属于土建施工技术领域,尤其涉及电梯井道整体模板系统及电梯井道的施工方法。The invention belongs to the technical field of civil construction, and in particular relates to an elevator shaft integral formwork system and a construction method for the elevator shaft.

背景技术Background technique

高层建筑施工中,电梯井筒一般狭窄而且筒体深度太大,质量要求高,导致电梯井模板安装难度大,在施工过程中,电梯井筒模的施工质量,进度对工程有重要的影响,电梯井壁的垂直度、平整度、阴阳角方正等因素直接影响着电梯的安装质量、进度和成本。传统采用组拼式散装模板施工,电梯井筒一般狭窄而且筒体深度太大,质量要求高,电梯井内施工脚手架搭设作业平台进行,更加影响电梯井内的作业活动范围,施工导致电梯井模板安装难度大。且施工完成后电梯井内架体需进行逐一拆除,架体拆除作业是存在较大危险性。In the construction of high-rise buildings, the elevator shaft is generally narrow and the shaft depth is too large, and the quality requirements are high, which makes the installation of the elevator shaft formwork difficult. During the construction process, the construction quality and progress of the elevator shaft formwork have an important impact on the project. The elevator shaft Factors such as the verticality, flatness, and squareness of the yin and yang angles of the wall directly affect the installation quality, progress and cost of the elevator. Traditionally, modular bulk formwork is used for construction. The elevator shaft is generally narrow and the depth of the shaft is too large, and the quality requirements are high. The construction scaffolding in the elevator shaft is carried out by erecting a work platform, which further affects the scope of work in the elevator shaft. The construction makes the installation of the elevator shaft formwork difficult. . And after the construction is completed, the frames in the elevator shaft need to be dismantled one by one, and there is a greater risk in the frame removal operation.

发明内容Contents of the invention

本发明的目的在于提供一种电梯井道整体模板系统,旨在解决现有的电梯井模板安装难度大,施工具有较大危险性的问题。The object of the present invention is to provide an integral formwork system for elevator shafts, aiming at solving the problems that the existing elevator shaft formworks are difficult to install and the construction is relatively dangerous.

本发明是这样解决的:一种电梯井道整体模板系统,包括多个立柱、限位连接在相邻两个所述立柱之间的龙骨框体和连接在相邻两个所述龙骨框体之间的调节组件,多个所述龙骨框体和多个所述立柱依次连接形成一个封闭的环状框体,所述调节组件用于调节所述环状框体围合的区域面积变大或缩小。The present invention is solved in the following way: an integral formwork system for an elevator shaft, comprising a plurality of uprights, a keel frame body limitedly connected between two adjacent uprights, and a keel frame connected between two adjacent keel frames Between the adjustment components, a plurality of the keel frames and a plurality of the uprights are sequentially connected to form a closed ring frame, and the adjustment components are used to adjust the area enclosed by the ring frame to become larger or zoom out.

进一步地,所述调节组件包括连接在所述立柱内侧面上的第一连接件和可移动连接在所述立柱内侧面上的第二连接件,以及分别连接在所述立柱两侧的两个所述龙骨框体上的第三连接件和第四连接件,所述调节组件还包括穿过所述第一连接件和所述第二连接件的丝杆件,所述第二连接件在所述丝杆件上移动时带动所述第三连接件和所述第四连接件相向或背离移动,带动所述立柱两侧的所述龙骨框体相向或背离移动,进而使得所述环状框体缩小或扩大。Further, the adjustment assembly includes a first connecting piece connected to the inner side of the upright, a second connecting piece movably connected to the inner side of the upright, and two connecting pieces respectively connected to the two sides of the upright. The third connecting piece and the fourth connecting piece on the keel frame, the adjustment assembly also includes a screw member passing through the first connecting piece and the second connecting piece, and the second connecting piece is When the screw member moves upward, it drives the third connecting piece and the fourth connecting piece to move toward or away from each other, and drives the keel frames on both sides of the column to move toward or away from each other, so that the annular The frame shrinks or expands.

进一步地,所述第一连接件和所述第三连接件之间铰接有第一转动件,所述第一连接件和所述第四连接件之间铰接有第二转动件,所述第二连接件和所述第三连接件之间铰接有第三转动件,所述第二连接件和所述第四连接件之间铰接有第四转动件。Further, a first rotating member is hinged between the first connecting member and the third connecting member, a second rotating member is hinged between the first connecting member and the fourth connecting member, and the first rotating member is hinged between the first connecting member and the fourth connecting member. A third rotating member is hinged between the second connecting member and the third connecting member, and a fourth rotating member is hinged between the second connecting member and the fourth connecting member.

进一步地,所述第一转动件一端转动连接在所述第一连接件上,另一端转动连接在在所述第三连接件上,所述第二转动件一端转动连接在所述第一连接件上,另一端转动连接在所述第四连接件上,所述第三转动件一端转动连接在所述第二连接件上,另一端转动连接在所述第三连接件上,所述第四转动件一端转动连接在所述第二连接件上,另一端转动连接在所述第四连接件上。Further, one end of the first rotating member is rotatably connected to the first connecting member, the other end is rotatably connected to the third connecting member, and one end of the second rotating member is rotatably connected to the first connecting member. The other end is rotatably connected to the fourth connecting member, one end of the third rotating member is rotatably connected to the second connecting member, and the other end is rotatably connected to the third connecting member. One end of the four rotating parts is rotatably connected to the second connecting part, and the other end is rotatably connected to the fourth connecting part.

进一步地,所述龙骨框架包括多个相互拼接的铝合金板材,每一所述龙骨框架外侧面上还连接有内覆塑板。Further, the keel frame includes a plurality of aluminum alloy plates spliced with each other, and the outer surface of each keel frame is also connected with an inner plastic cladding plate.

本发明提供的电梯井道整体模板系统相对于现有的技术具有的技术效果为:通过多个立柱和多个龙骨框体依次连接形成一个封闭的环状框体,进而可以在修建电梯时形成电梯内壁的支撑,同时调节组件的设置可以驱动该环状框体围合的区域面积变大或缩小,进而可以在电梯浇筑凝固后,通过缩小环状框体来脱模,并且由于环状框体本身是一个整体,进而在脱模后可以借助外部设备将其升高后继续完成后续的电梯浇筑;这样设计避免了电梯井模的反复安装和拆卸,提高了施工的效率,同时安全性提高。Compared with the existing technology, the overall formwork system of the elevator shaft provided by the present invention has the following technical effects: a closed ring-shaped frame is formed by sequentially connecting a plurality of columns and a plurality of keel frames, and then an elevator can be formed when the elevator is built. The support of the inner wall, while adjusting the setting of the component can drive the area enclosed by the ring frame to become larger or smaller, and then after the elevator is poured and solidified, the ring frame can be demoulded by shrinking the ring frame, and because the ring frame It is a whole, and after demoulding, it can be raised with the help of external equipment to complete the subsequent elevator pouring; this design avoids repeated installation and disassembly of the elevator shaft formwork, improves construction efficiency, and improves safety at the same time.

本发明还提供一种电梯井道的施工方法,其采用前述的电梯井道整体模板系统来实施,具体包括以下步骤:The present invention also provides a construction method for an elevator shaft, which is implemented by using the aforementioned integrated formwork system for the elevator shaft, and specifically includes the following steps:

S1、将所述立柱、所述龙骨框体和所述调节组件预先安装完成形成所述环状框体;S1. Pre-install the column, the keel frame and the adjustment assembly to form the ring frame;

S2、在所述龙骨框体上安装若干个穿墙丝杆;S2. Install several wall-penetrating screw rods on the keel frame;

S3、在所述环状框体的外侧安装筒体外模板,使得所述筒体外模板的形状与电梯井墙壁的形状相同,且使得所述筒体外模板与所述环状框体之间的距离为设定的电梯壁厚;S3. Install the external formwork of the cylinder on the outside of the annular frame, so that the shape of the external formwork of the cylinder is the same as that of the wall of the elevator shaft, and the distance between the external formwork of the cylinder and the annular frame is is the set elevator wall thickness;

S4、在所述筒体外模板和所述环状框体之间浇筑基础混凝土;S4. Pouring foundation concrete between the outer formwork of the cylinder and the annular frame;

S5、混凝土墙成型后,拆除所述筒体外模板和所述穿墙丝杆,调节所述调节组件使得所述环状框体围合的区域缩小,使得所述环状框体脱离所述混凝土墙;S5. After the concrete wall is formed, remove the outer formwork of the cylinder and the wall screw, and adjust the adjustment assembly so that the area enclosed by the annular frame is reduced, so that the annular frame is separated from the concrete wall;

S6、吊升所述环状框体的水平高度并调节所述调节组件使得所述环状框体的围合区域变大;S6. Hoisting the horizontal height of the annular frame and adjusting the adjustment assembly so that the enclosed area of the annular frame becomes larger;

接着重复步骤S2~S6,直至完成电梯的施工。Then steps S2-S6 are repeated until the construction of the elevator is completed.

进一步地,于所述步骤S1中,所述环状框体拼装完成后,在所述龙骨框架外侧的内覆塑板上均匀涂设有脱模剂。Further, in the step S1, after the assembly of the annular frame is completed, a release agent is evenly coated on the inner plastic plate outside the keel frame.

进一步地,于所述步骤S2中,所述穿墙丝杆包括套筒和穿设在所述套筒内的丝杆件,所述套筒的长度大于所述电梯壁厚,且所述丝杆件的长度大于所述套筒的长度。Further, in the step S2, the wall-penetrating screw includes a sleeve and a screw member passing through the sleeve, the length of the sleeve is greater than the wall thickness of the elevator, and the wire The length of the rod is greater than the length of the sleeve.

进一步地,于所述步骤S3中,所述筒体外模板包括平行于所述环状框体外壁面设置的外覆塑板和连接在所述外覆塑板外侧并用于固定所述外覆塑板的紧固件,所述外覆塑板连接在所述穿墙丝杆上。Further, in the step S3, the outer formwork of the cylinder includes an outer plastic plate arranged parallel to the outer wall of the annular frame, and an outer plastic plate connected to the outer side of the outer plastic plate and used for fixing the outer plastic plate Fasteners, the outer plastic plate is connected to the wall screw rod.

进一步地,于所述步骤S6中,将所述环状框体吊升后,先调平,然后调节所述调节组件使得所述龙骨框架外侧的内覆塑板贴合在已浇筑成型的所述电梯的内墙壁上。Further, in the step S6, after hoisting the ring-shaped frame, it is leveled first, and then the adjustment assembly is adjusted so that the inner plastic-clad board on the outside of the keel frame fits on the poured molded on the inner wall of the elevator.

本发明提供的电梯井道的施工方法相对于现有的方法具有的技术效果为:通过预先组装好环状框体,并放置在需要修建电梯井的区域,然后修建安装筒体外模板,接着浇筑混凝土,待凝固成型后通过调节组件收缩该环状框体而实现内模板的脱模过程,这个过程相对于现有的安装拆模的方式,其施工效率更高,施工的安全性更好;并且脱模的环状框体经起重机吊升一段距离后,调节环状框体扩大抵接在电梯井内壁上,从而可以继续实施混凝土的浇筑过程,这样可以节省模板材料,同时缩短建筑时间。Compared with the existing methods, the construction method of the elevator shaft provided by the present invention has the following technical effects: by pre-assembling the ring-shaped frame and placing it in the area where the elevator shaft needs to be built, then building and installing the external formwork of the cylinder, and then pouring concrete After being solidified and formed, the demoulding process of the inner formwork is realized by adjusting the components to shrink the annular frame. Compared with the existing way of installing and removing the formwork, this process has higher construction efficiency and better construction safety; and After the demoulded ring frame is hoisted by a crane for a certain distance, the ring frame is adjusted to expand and abut against the inner wall of the elevator shaft, so that the concrete pouring process can continue, which can save formwork materials and shorten construction time.

附图说明Description of drawings

为了更清楚地说明本发明实施例中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following will briefly introduce the accompanying drawings that need to be used in the descriptions of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only of the present invention. For some embodiments, those of ordinary skill in the art can also obtain other drawings based on these drawings without paying creative efforts.

图1是本发明实施例提供的电梯井道整体模板系统的结构图。Fig. 1 is a structural diagram of an elevator shaft integral formwork system provided by an embodiment of the present invention.

图2是本发明实施例提供的电梯井道整体模板系统中调节组件的结构图。Fig. 2 is a structural diagram of an adjustment component in the overall formwork system for an elevator shaft provided by an embodiment of the present invention.

图3是本发明实施例提供的电梯井道的施工方法的流程图。Fig. 3 is a flow chart of the construction method of the elevator shaft provided by the embodiment of the present invention.

具体实施方式Detailed ways

为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

需要说明的是,当元件被称为“固定于”或“设置于”另一个元件,它可以直接在另一个元件上或者间接在该另一个元件上。当一个元件被称为是“连接于”另一个元件,它可以是直接连接到另一个元件或间接连接至该另一个元件上。It should be noted that when an element is referred to as being “fixed” or “disposed on” another element, it may be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.

需要理解的是,术语“长度”、“宽度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。It is to be understood that the terms "length", "width", "top", "bottom", "front", "rear", "left", "right", "vertical", "horizontal", "top" , "bottom", "inner", "outer" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying the referred device Or elements must have a certain orientation, be constructed and operate in a certain orientation, and thus should not be construed as limiting the invention.

此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本发明的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of the present invention, "plurality" means two or more, unless otherwise specifically defined.

请参照附图1和图2所示,在本发明实施例中,提供一种电梯井道整体模板系统,包括多个立柱10、限位连接在相邻两个该立柱10之间的龙骨框体20和连接在相邻两个该龙骨框体20之间的调节组件30。多个该立柱10呈规则连接在一个底板40上,该龙骨框体20一端连接在该立柱10上,另一端连接在另一个立柱10上。多个该龙骨框体20和多个该立柱10依次连接形成一个封闭的环状框体,该环状框体可以是方形性的框体,也可以是圆形或者其他多边形的框体。驱动该调节组件30可实现该环状框体围合的区域变大或缩小。该调节组件30被驱动时,该龙骨框体20和立柱10同时发生位移,从而实现整个环状框体围合区域的缩小或变大。Please refer to the accompanying drawings 1 and 2, in the embodiment of the present invention, an elevator shaft integral formwork system is provided, including a plurality of columns 10, and a keel frame that is limitedly connected between two adjacent columns 10 20 and an adjustment assembly 30 connected between two adjacent keel frames 20 . A plurality of uprights 10 are regularly connected to a bottom plate 40 , one end of the keel frame 20 is connected to the upright 10 , and the other end is connected to another upright 10 . A plurality of the keel frames 20 and a plurality of the uprights 10 are sequentially connected to form a closed ring frame, which may be a square frame, or a circular or other polygonal frame. The area enclosed by the ring frame can be enlarged or reduced by driving the adjusting assembly 30 . When the adjusting assembly 30 is driven, the keel frame body 20 and the upright column 10 are simultaneously displaced, thereby reducing or increasing the area enclosed by the entire ring-shaped frame body.

以上设计的电梯井道整体模板系统,通过多个立柱10和多个龙骨框体20依次连接形成一个封闭的环状框体,进而可以在修建电梯时形成电梯内壁的支撑,同时调节组件30的设置可以驱动该环状框体围合的区域面积变大或缩小,进而可以在电梯浇筑凝固后,通过缩小环状框体来脱模,并且由于环状框体本身是一个整体,进而在脱模后可以借助外部设备将其升高后继续完成后续的电梯浇筑;这样设计避免了电梯井模的反复安装和拆卸,提高了施工的效率,同时安全性提高。The overall formwork system of the elevator shaft designed above forms a closed ring-shaped frame by sequentially connecting a plurality of columns 10 and a plurality of keel frames 20, and then can form the support of the inner wall of the elevator when building the elevator, and at the same time adjust the setting of the components 30 The area enclosed by the ring frame can be driven to become larger or smaller, and then after the elevator is poured and solidified, the ring frame can be demoulded by reducing the size of the ring frame, and since the ring frame itself is a whole, it can be demoulded Finally, it can be raised with the help of external equipment and continue to complete the subsequent elevator pouring; this design avoids repeated installation and disassembly of the elevator shaft formwork, improves construction efficiency, and improves safety at the same time.

此外,该龙骨框体20的设置,使得该环状框体本身自带操作平台,进而可以避免搭设脚手架操作平台的过程。In addition, the setting of the keel frame 20 makes the ring frame itself have its own operating platform, thereby avoiding the process of setting up a scaffolding operating platform.

具体地,如图1和图2所示,在本发明实施例中,该调节组件30包括连接在该立柱10内侧面上的第一连接件32和可移动连接在该立柱10内侧面上的第二连接件33,以及分别连接在该立柱10两侧的两个该龙骨框体20上的第三连接件33和第四连接件34。该第一连接件32优选为固定连接在该立柱10的内侧面上,该第二连接件33限位连接在该立柱10的内侧面上,并且可以在外力的作用下相对于该立柱10的内侧面移动。该调节组件30还包括穿过该第一连接件32和该第二连接件33的丝杆件31,该第一连接件32和第二连接件33上均开设有与该丝杆件31螺纹配合的通孔,该立柱10的内壁面上还设有限位槽11,该丝杆件31上连接有限位件311,该限位件311连接在该限位槽11内,从而使得该丝杆件31在外力作用下转动时不能发生竖直方向上的位移,进而在丝杆件31转动时,该第二连接件33沿该丝杆件31上下移动。Specifically, as shown in FIGS. 1 and 2 , in the embodiment of the present invention, the adjustment assembly 30 includes a first connecting member 32 connected to the inner side of the column 10 and a first connecting member 32 movably connected to the inner side of the column 10 . The second connecting piece 33 , and the third connecting piece 33 and the fourth connecting piece 34 respectively connected to the two keel frames 20 on both sides of the column 10 . The first connecting piece 32 is preferably fixedly connected to the inner side of the column 10, and the second connecting piece 33 is limitedly connected to the inner side of the column 10, and can be connected to the inner side of the column 10 under the action of external force. The inner side moves. The adjustment assembly 30 also includes a screw member 31 passing through the first connecting member 32 and the second connecting member 33, and the first connecting member 32 and the second connecting member 33 are provided with threads that are threaded with the screw member 31. Cooperating through holes, the inner wall surface of the column 10 is also provided with a limiting groove 11, the screw member 31 is connected with a limiting member 311, and the limiting member 311 is connected in the limiting groove 11, so that the screw rod The component 31 cannot be displaced in the vertical direction when it is rotated under the action of an external force, and then when the screw component 31 is rotated, the second connecting component 33 moves up and down along the screw component 31 .

同时,该丝杆件31在外力作用下转动时,该第二连接件33在该丝杆件31上竖直移动,并且该第二连接件33在该丝杆件31上移动时带动该第三连接件33和该第四连接件34相向或背离移动;其中该第三连接件33和该第四连接件34相向移动时,整个环状框体围合的区域面积缩小;该第三连接件33和该第四连接件34背离移动时,整个该环状框体围合的区域面积扩大。依次同时,该第三连接件33移动时带动该龙骨框体20移动,该第三连接件33移动时带动另一个该龙骨框体20移动,并且相邻的两个龙骨框体20移动时带动两者之间的立柱10移动,从而实现整个环状框体的扩大和缩小。At the same time, when the screw member 31 rotates under the action of external force, the second connecting member 33 moves vertically on the screw member 31, and the second connecting member 33 drives the second connecting member 33 when moving on the screw member 31. The third connecting member 33 and the fourth connecting member 34 move toward or away from each other; when the third connecting member 33 and the fourth connecting member 34 move toward each other, the area enclosed by the entire annular frame decreases; the third connecting member 33 and the fourth connecting member 34 move toward each other; When the member 33 and the fourth connecting member 34 move away from each other, the area enclosed by the entire annular frame expands. At the same time, the third connecting piece 33 drives the keel frame 20 to move, the third connecting piece 33 drives the other keel frame 20 to move, and the adjacent two keel frame 20 moves to move. The column 10 between the two moves, thereby realizing the expansion and contraction of the entire ring-shaped frame.

具体地,如图2所示,在本发明实施例中,该第一连接件32和该第三连接件33之间铰接有第一转动件35,该第一连接件32和该第四连接件34之间铰接有第二转动件36,该第二连接件33和该第三连接件33之间铰接有第三转动件37,该第二连接件33和该第四连接件34之间铰接有第四转动件38。该第一转动件35、第二转动件36和第三转动件37,以及第四转动件38优选为呈菱形布置,这样可以保证丝杆件31转动时,该第一转动件35、第二转动件36和第三转动件37,以及第四转动件38相互配合完成该环状框体的移动。Specifically, as shown in FIG. 2, in the embodiment of the present invention, a first rotating member 35 is hinged between the first connecting member 32 and the third connecting member 33, and the first connecting member 32 and the fourth connecting member A second rotating part 36 is hinged between the parts 34, a third rotating part 37 is hinged between the second connecting part 33 and the third connecting part 33, and a third rotating part 37 is hinged between the second connecting part 33 and the fourth connecting part 34. A fourth rotating member 38 is hinged. The first rotating part 35, the second rotating part 36, the third rotating part 37, and the fourth rotating part 38 are preferably arranged in a rhombus shape, so that when the screw mandrel part 31 rotates, the first rotating part 35, the second rotating part The rotating member 36, the third rotating member 37, and the fourth rotating member 38 cooperate with each other to complete the movement of the annular frame.

在本发明实施例中,该第一转动件35一端可转动连接在该第一连接件32上,另一端可转动连接在在该第三连接件33上,该第二转动件36一端可转动连接在该第一连接件32上,另一端可转动连接在该第四连接件34上,该第三转动件37一端可转动连接在该第二连接件33上,另一端可转动连接在该第三连接件33上,该第四转动件38一端可转动连接在该第二连接件33上,另一端可转动连接在该第四连接件34上。这样设计可以保证该调节组件30的易调节性。In the embodiment of the present invention, one end of the first rotating member 35 is rotatably connected to the first connecting member 32, the other end is rotatably connected to the third connecting member 33, and one end of the second rotating member 36 is rotatable Connected to the first connecting member 32, the other end is rotatably connected to the fourth connecting member 34, one end of the third rotating member 37 is rotatably connected to the second connecting member 33, and the other end is rotatably connected to the second connecting member 33. On the third connecting member 33 , one end of the fourth rotating member 38 is rotatably connected to the second connecting member 33 , and the other end is rotatably connected to the fourth connecting member 34 . This design can ensure the easy adjustment of the adjustment assembly 30 .

具体地,在本发明实施例中,该龙骨框架包括多个相互拼接的铝合金板材,同时每一该龙骨框架外侧面上还连接有内覆塑板,该内覆塑板贴合在该龙骨框体20上,并且该内覆塑板的外表面与该立柱10的外侧面齐平。Specifically, in the embodiment of the present invention, the keel frame includes a plurality of mutually spliced aluminum alloy plates, and at the same time, an inner plastic-clad plate is connected to the outer surface of each keel frame, and the inner plastic-clad plate is attached to the keel frame body 20 , and the outer surface of the inner plastic-clad board is flush with the outer surface of the column 10 .

在本实施例中,该内覆塑板外侧面在施工前需要均匀涂设脱模剂,以便于调节组件30驱动该环状框体缩小时,能够更好地实现脱模的过程。In this embodiment, the outer surface of the inner plastic-clad board needs to be uniformly coated with a release agent before construction, so that when the adjusting component 30 drives the ring-shaped frame to shrink, the demoulding process can be better realized.

在本实施例中,该龙骨框体20上的铝合金模板材质均采用6061-T6铝合金型材,型材化学成分、力学性能应符合国家标准GB/T3190、GB/T6892的规定。该内覆塑板采用PP(聚丙烯)塑料模,具有木质模板和塑料模板的优质特点,这样便于与混凝土层脱离。该立柱10采用不锈钢机械型材,从而保证环状框体整体的结构强度。In this embodiment, the aluminum alloy formwork on the keel frame 20 is made of 6061-T6 aluminum alloy profile, and the chemical composition and mechanical properties of the profile should meet the requirements of national standards GB/T3190 and GB/T6892. The inner cladding board adopts PP (polypropylene) plastic mold, which has the high-quality characteristics of wooden formwork and plastic formwork, so that it is easy to separate from the concrete layer. The upright column 10 adopts stainless steel mechanical profiles, so as to ensure the overall structural strength of the ring frame.

如图3所示,本发明还提供一种电梯井道的施工方法,其采用前述的电梯井道整体模板系统来实施,具体包括以下步骤:As shown in Figure 3, the present invention also provides a construction method for an elevator shaft, which is implemented by using the aforementioned overall formwork system for the elevator shaft, and specifically includes the following steps:

S1、将该立柱10、该龙骨框体20和该调节组件30预先安装完成形成该环状框体;S1. Pre-install the column 10, the keel frame 20 and the adjustment assembly 30 to form the ring frame;

在本步骤中,现在该底板上连接多个立柱10,此处优选为四个,并且四个立柱10呈方形布置,然后将蒂格龙骨框体20连接在该四个立柱10上形成一个封闭的环状框体,在这个过程中,将调节组件30设置在立柱10和龙骨框体20之间;同时在该龙骨框体20外避免上连接好内覆塑板,并在该内覆塑板上均匀涂设脱模剂。In this step, a plurality of uprights 10 are connected to the bottom plate, preferably four here, and the four uprights 10 are arranged in a square shape, and then the teag keel frame 20 is connected to the four uprights 10 to form a closed In this process, the adjustment assembly 30 is placed between the column 10 and the keel frame 20; at the same time, the inner plastic cladding board is connected to the outside of the keel frame 20, and the inner plastic is covered Spread release agent evenly on the board.

S2、在该龙骨框体20上安装若干个穿墙丝杆;S2. Install several wall-penetrating screw rods on the keel frame body 20;

在本步骤中,该穿墙丝杆垂直于该内覆塑板,该穿墙丝杆的设置目的在于防止后续混凝土凝固时出现胀模的问题,同时穿墙丝杆的设置还便于后续筒体外模板的安装和紧固。In this step, the through-wall screw is perpendicular to the inner plastic-clad board. The purpose of setting the through-wall screw is to prevent the problem of mold expansion when the subsequent concrete solidifies. At the same time, the setting of the through-wall screw is also convenient Formwork installation and fastening.

S3、在该环状框体的外侧安装筒体外模板,使得该筒体外模板的形状与该电梯及该电梯井墙壁的形状相同,并且使得该筒体外模板与该环状框体之间的距离为设定的电梯壁厚;S3. Install the outer formwork of the cylinder on the outside of the annular frame, so that the shape of the outer formwork of the cylinder is the same as the shape of the elevator and the wall of the elevator shaft, and the distance between the outer formwork of the cylinder and the annular frame is is the set elevator wall thickness;

在本步骤中,该环状框体本身设置在需要修建电梯井的区域中心,然后在该环状框体的外侧设置筒体外模板,该筒体外模板与该内覆塑板正对,进而两者中间形成一个封闭的环形槽,该环形槽的形状根据实际需求进行设置,并且该环形槽的宽度优选为预设的电梯壁厚。In this step, the ring-shaped frame itself is set in the center of the area where the elevator shaft needs to be built, and then the outer formwork of the cylinder is set on the outside of the ring-shaped frame, and the outer formwork of the cylinder is directly opposite to the inner plastic-covered board, and then the two A closed annular groove is formed in the middle of them, the shape of the annular groove is set according to actual needs, and the width of the annular groove is preferably the preset elevator wall thickness.

S4、在该筒体外模板和该环状框体之间浇筑基础混凝土;S4. Pouring foundation concrete between the external formwork of the cylinder and the annular frame;

在本步骤中,该基础混凝土浇筑之前,预先架设钢筋支架,并且在浇筑前还需要确认筒体外模板是否加固稳定,是否有漏穿,并且在浇筑最后用振动棒搅匀,在搅匀的过程中不得伤及模板,穿墙管,穿墙丝等与电梯井内模相关配件。In this step, before the foundation concrete is poured, the reinforcement support shall be erected in advance, and before pouring, it is also necessary to confirm whether the external formwork of the cylinder is reinforced and stable, and whether there is any leakage, and at the end of pouring, use a vibrating rod to stir evenly. Do not damage the formwork, wall pipes, wall wires and other accessories related to the inner mold of the elevator shaft.

S5、混凝土成型后,拆除筒体外模板和穿墙丝杆,调节该调节组件30使得该环状框体围合的区域缩小,使得该环状框体脱离该混凝土墙;S5. After the concrete is formed, remove the external formwork of the cylinder and the wall screw, and adjust the adjustment assembly 30 so that the area enclosed by the annular frame is reduced, so that the annular frame is separated from the concrete wall;

在本步骤中,先拆除该筒体外模板的固定结构,接着将外模板拆除,然后取出所有的穿墙丝杆,接着用快速扳手转动调节组件30上的丝杆件31使得该第二连接件33在该丝杆件31上移动,进而带动该第三连接件33和第四连接件34相向移动,进而使得该环状框体的围合区域面积缩小,进而使得该环状框体四周的内覆塑板脱离该凝固的混凝土墙。In this step, first remove the fixing structure of the outer formwork of the cylinder, then remove the outer formwork, then take out all the screw rods through the wall, and then use a quick wrench to turn the screw member 31 on the adjustment assembly 30 to make the second connecting member 33 moves on the screw member 31, and then drives the third connecting piece 33 and the fourth connecting piece 34 to move toward each other, thereby reducing the area of the enclosed area of the annular frame, thereby making the area around the annular frame The inner plastic cladding breaks away from this cured concrete wall.

S6、吊升该环状框体的水平高度并调节该调节组件30使得该环状框体的围合区域变大;S6, hoisting the horizontal height of the annular frame and adjusting the adjustment assembly 30 so that the enclosed area of the annular frame becomes larger;

在本步骤中,由于该环状框体已经脱离该混凝土墙,并且该环状框体本身还是一个整体,进而可以通过起吊设备将该环状框体的水平高度升高,以便于继续完成下一轮的电梯井混凝土墙的浇筑。In this step, since the ring-shaped frame has been separated from the concrete wall, and the ring-shaped frame itself is still a whole, the level of the ring-shaped frame can be raised by lifting equipment, so as to continue to complete the next step. A round of pouring of the concrete walls of the elevator shaft.

接着重复步骤S2~S6,直至完成电梯的施工。Then steps S2-S6 are repeated until the construction of the elevator is completed.

以上设计的电梯井道的施工方法,通过预先组装好环状框体,并放置在需要修建电梯井的区域,然后修建安装筒体外模板,接着浇筑混凝土,待凝固成型后通过调节组件30收缩该环状框体而实现内模板的脱模过程,这个过程相对于现有的安装拆模的方式,其施工效率更高,施工的安全性更好;并且脱模的环状框体经起重机吊升一段距离后,调节环状框体扩大抵接在电梯井内壁上,从而可以继续实施混凝土的浇筑过程,这样可以节省模板材料,同时缩短建筑时间。The construction method of the elevator shaft designed above is to pre-assemble the ring-shaped frame and place it in the area where the elevator shaft needs to be built, then build and install the outer formwork of the cylinder, and then pour concrete, and shrink the ring by adjusting the assembly 30 after it is solidified. The demoulding process of the inner formwork is realized by using a circular frame. Compared with the existing method of installation and demoulding, this process has higher construction efficiency and better construction safety; and the demoulding annular frame is hoisted by a crane. After a certain distance, the adjustable annular frame expands and abuts against the inner wall of the elevator shaft, so that the concrete pouring process can be continued, which can save formwork materials and shorten construction time.

具体地,在本发明实施例中,于该步骤S1中,该环状框体拼装完成后,在该龙骨框架外侧的内覆塑板上均匀涂设有脱模剂。Specifically, in the embodiment of the present invention, in the step S1, after the assembly of the annular frame is completed, a release agent is evenly coated on the inner plastic-clad plate outside the keel frame.

在本实施例中,该脱模剂按照相应配对比例调至均匀后,用毛刷或喷雾器将脱模剂刷或喷到覆塑模上板,要求脱模剂覆盖层均匀,覆盖全面,如若遇到特殊情况(暴雨)需重新喷涂脱模剂。In this embodiment, after the release agent is adjusted to be uniform according to the corresponding matching ratio, the release agent is brushed or sprayed onto the upper plate of the mold with a brush or sprayer, and the release agent is required to have a uniform and comprehensive coverage. In case of special circumstances (heavy rain), it is necessary to re-spray the release agent.

具体地,在本发明实施例中,于该步骤S2中,该穿墙丝杆包括套筒和穿设在该套筒内的丝杆件31,该套筒的长度大于该电梯壁厚,并且该丝杆件31的长度大于该套筒的长度。Specifically, in the embodiment of the present invention, in the step S2, the wall-penetrating screw includes a sleeve and a screw member 31 passing through the sleeve, the length of the sleeve is greater than the wall thickness of the elevator, and The length of the threaded rod member 31 is greater than the length of the sleeve.

在本实施例中,该套筒的直径大于该丝杆件31的直径,该丝杆件31一端穿过该筒体外模板并紧固,另一端穿过该内覆塑板并紧固,这样设计可以保证筒体外模板与环状框体之间连接的紧固性,防止浇筑混凝土是出现倒塌,同时套筒的设置还可以防止混凝土发生胀模的问题。In this embodiment, the diameter of the sleeve is larger than the diameter of the screw member 31, and one end of the screw member 31 passes through the outer formwork of the cylinder and is fastened, and the other end passes through the inner plastic plate and is fastened, so that The design can ensure the tightness of the connection between the outer formwork of the cylinder and the annular frame, and prevent the concrete from collapsing. At the same time, the setting of the sleeve can also prevent the concrete from expanding.

具体地,在本发明实施例中,于该步骤S3中,该筒体外模板包括平行于该环状框体外壁面设置的外覆塑板和连接在该外覆塑板外侧并用于固定该外覆塑板的紧固件,该外覆塑板连接在该穿墙丝杆上。Specifically, in the embodiment of the present invention, in the step S3, the outer formwork of the cylinder includes an outer plastic plate arranged parallel to the outer wall surface of the annular frame and connected to the outer side of the outer plastic plate for fixing the outer A fastener for a plastic plate, the outer plastic plate is connected to the wall screw.

具体地,在本发明实施例中,于该步骤S6中,将该环状框体吊升后,先调平,然后调节该调节组件30使得该龙骨框架外侧的内覆塑板贴合在已浇筑成型的该电梯的内墙壁上。Specifically, in the embodiment of the present invention, in the step S6, after hoisting the annular frame, it is leveled first, and then the adjusting assembly 30 is adjusted so that the inner plastic cladding board on the outer side of the keel frame fits on the existing On the inner wall of the elevator formed by pouring.

当然,本申请的电梯井道整体模板系统还可以用于双井道或者多井道的修建和提升,其不同点在于环状框体的数量不同,也即根据实际的需求进行选择不同树龄的环状框体进行组合使用。Of course, the overall formwork system for elevator shafts of the present application can also be used for the construction and promotion of double shafts or multiple shafts. bodies for combined use.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the protection of the present invention. within range.

Claims (10)

1.电梯井道整体模板系统,其特征在于:包括多个立柱、限位连接在相邻两个所述立柱之间的龙骨框体和连接在相邻两个所述龙骨框体之间的调节组件,多个所述龙骨框体和多个所述立柱依次连接形成一个封闭的环状框体,所述调节组件用于调节所述环状框体围合的区域面积变大或缩小。1. The overall formwork system of the elevator shaft is characterized in that: it includes a plurality of columns, a keel frame body limitedly connected between two adjacent columns, and an adjusting frame connected between two adjacent keel frames. Assemblies, a plurality of the keel frames and a plurality of the uprights are sequentially connected to form a closed ring frame, and the adjustment assembly is used to adjust the area enclosed by the ring frame to become larger or smaller. 2.如权利要求1所述的电梯井道整体模板系统,其特征在于:所述调节组件包括连接在所述立柱内侧面上的第一连接件和可移动连接在所述立柱内侧面上的第二连接件,以及分别连接在所述立柱两侧的两个所述龙骨框体上的第三连接件和第四连接件,所述调节组件还包括穿过所述第一连接件和所述第二连接件的丝杆件,所述第二连接件在所述丝杆件上移动时带动所述第三连接件和所述第四连接件相向或背离移动,带动所述立柱两侧的所述龙骨框体相向或背离移动,进而使得所述环状框体缩小或扩大。2. The integrated formwork system for the elevator shaft according to claim 1, characterized in that: the adjustment assembly includes a first connecting piece connected to the inner side of the column and a second connecting piece movably connected to the inner side of the column. Two connecting pieces, and the third connecting piece and the fourth connecting piece respectively connected to the two keel frame bodies on both sides of the column, the adjustment assembly also includes passing through the first connecting piece and the The screw part of the second connecting part, when the second connecting part moves on the screw part, it drives the third connecting part and the fourth connecting part to move towards or away from each other, and drives the two sides of the column The keel frame moves toward or away from each other, thereby making the annular frame shrink or expand. 3.如权利要求2所述的电梯井道整体模板系统,其特征在于:所述第一连接件和所述第三连接件之间铰接有第一转动件,所述第一连接件和所述第四连接件之间铰接有第二转动件,所述第二连接件和所述第三连接件之间铰接有第三转动件,所述第二连接件和所述第四连接件之间铰接有第四转动件。3. The integral formwork system for the elevator shaft according to claim 2, characterized in that: a first rotating member is hinged between the first connecting member and the third connecting member, and the first connecting member and the third connecting member A second rotating member is hinged between the fourth connecting member, a third rotating member is hinged between the second connecting member and the third connecting member, and a third rotating member is hinged between the second connecting member and the fourth connecting member. A fourth rotating part is hinged. 4.如权利要求3所述的电梯井道整体模板系统,其特征在于:所述第一转动件一端转动连接在所述第一连接件上,另一端转动连接在在所述第三连接件上,所述第二转动件一端转动连接在所述第一连接件上,另一端转动连接在所述第四连接件上,所述第三转动件一端转动连接在所述第二连接件上,另一端转动连接在所述第三连接件上,所述第四转动件一端转动连接在所述第二连接件上,另一端转动连接在所述第四连接件上。4. The integral formwork system for the elevator shaft according to claim 3, wherein one end of the first rotating member is rotatably connected to the first connecting member, and the other end is rotatably connected to the third connecting member , one end of the second rotating member is rotatably connected to the first connecting member, the other end is rotatably connected to the fourth connecting member, one end of the third rotating member is rotatably connected to the second connecting member, The other end is rotatably connected to the third connecting member, one end of the fourth rotating member is rotatably connected to the second connecting member, and the other end is rotatably connected to the fourth connecting member. 5.如权利要求1-4任一项所述的电梯井道整体模板系统,其特征在于:所述龙骨框架包括多个相互拼接的铝合金板材,每一所述龙骨框架外侧面上还连接有内覆塑板。5. The overall formwork system for an elevator shaft according to any one of claims 1-4, wherein the keel frame comprises a plurality of aluminum alloy plates spliced together, and each of the keel frame outer surfaces is also connected with Plastic panels inside. 6.电梯井道的施工方法,其特征在于:其采用如权利要求1-5任一项所述的电梯井道整体模板系统来实施,具体包括以下步骤:6. The construction method of the elevator shaft is characterized in that: it adopts the integral formwork system of the elevator shaft as claimed in any one of claims 1-5 to implement, specifically comprising the following steps: S1、将所述立柱、所述龙骨框体和所述调节组件预先安装完成形成所述环状框体;S1. Pre-install the column, the keel frame and the adjustment assembly to form the ring frame; S2、在所述龙骨框体上安装若干个穿墙丝杆;S2. Install several wall-penetrating screw rods on the keel frame; S3、在所述环状框体的外侧安装筒体外模板,使得所述筒体外模板的形状与电梯井墙壁的形状相同,且使得所述筒体外模板与所述环状框体之间的距离为设定的电梯壁厚;S3. Install the external formwork of the cylinder on the outside of the annular frame, so that the shape of the external formwork of the cylinder is the same as that of the wall of the elevator shaft, and the distance between the external formwork of the cylinder and the annular frame is is the set elevator wall thickness; S4、在所述筒体外模板和所述环状框体之间浇筑基础混凝土;S4. Pouring foundation concrete between the outer formwork of the cylinder and the annular frame; S5、混凝土墙成型后,拆除所述筒体外模板和所述穿墙丝杆,调节所述调节组件使得所述环状框体围合的区域缩小,使得所述环状框体脱离所述混凝土墙;S5. After the concrete wall is formed, remove the outer formwork of the cylinder and the wall screw, and adjust the adjustment assembly so that the area enclosed by the annular frame is reduced, so that the annular frame is separated from the concrete wall; S6、吊升所述环状框体的水平高度并调节所述调节组件使得所述环状框体的围合区域变大;S6. Hoisting the horizontal height of the annular frame and adjusting the adjustment assembly so that the enclosed area of the annular frame becomes larger; 接着重复步骤S2~S6,直至完成电梯的施工。Then steps S2-S6 are repeated until the construction of the elevator is completed. 7.如权利要求6所述的电梯井道的施工方法,其特征在于:于所述步骤S1中,所述环状框体拼装完成后,在所述龙骨框架外侧的内覆塑板上均匀涂设有脱模剂。7. The construction method of the elevator shaft as claimed in claim 6, characterized in that: in the step S1, after the assembly of the ring-shaped frame is completed, evenly coat the inner plastic plate on the outside of the keel frame With release agent. 8.如权利要求6所述的电梯井道的施工方法,其特征在于:于所述步骤S2中,所述穿墙丝杆包括套筒和穿设在所述套筒内的丝杆件,所述套筒的长度大于所述电梯壁厚,且所述丝杆件的长度大于所述套筒的长度。8. The construction method of the elevator shaft according to claim 6, characterized in that: in the step S2, the wall-penetrating screw includes a sleeve and a screw member passing through the sleeve, so The length of the sleeve is greater than the wall thickness of the elevator, and the length of the screw member is greater than the length of the sleeve. 9.如权利要求6所述的电梯井道的施工方法,其特征在于:于所述步骤S3中,所述筒体外模板包括平行于所述环状框体外壁面设置的外覆塑板和连接在所述外覆塑板外侧并用于固定所述外覆塑板的紧固件,所述外覆塑板连接在所述穿墙丝杆上。9. The construction method of the elevator shaft as claimed in claim 6, characterized in that: in the step S3, the outer formwork of the cylinder includes an outer plastic plate arranged parallel to the outer wall of the annular frame and connected to The outer side of the outer plastic plate is used for fixing the fasteners of the outer plastic plate, and the outer plastic plate is connected to the wall-penetrating screw rod. 10.如权利要求6所述的电梯井道的施工方法,其特征在于:于所述步骤S6中,将所述环状框体吊升后,先调平,然后调节所述调节组件使得所述龙骨框架外侧的内覆塑板贴合在已浇筑成型的所述电梯的内墙壁上。10. The construction method of the elevator shaft according to claim 6, characterized in that: in the step S6, after hoisting the ring-shaped frame, it is leveled first, and then the adjustment assembly is adjusted so that the The inner plastic-clad board on the outer side of the keel frame is attached to the inner wall of the elevator that has been poured.
CN201710740175.XA 2017-08-25 2017-08-25 The construction method of elevator shaft integral mold plate system and elevator shaft Pending CN108385967A (en)

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CN111910923A (en) * 2020-08-10 2020-11-10 江西志特新材料股份有限公司 Integral hoisting type hoisting platform
CN112049152A (en) * 2020-09-14 2020-12-08 北京卓良模板工程有限公司 Telescopic cylinder mould
CN113202294A (en) * 2021-05-24 2021-08-03 扬州赛创新材料科技有限公司 Hoisting type elevator shaft pouring mold
CN114508231A (en) * 2022-03-11 2022-05-17 天津住宅集团建设工程总承包有限公司 Rapid combination construction method for I-steel assembly
CN116335391A (en) * 2023-03-31 2023-06-27 中冶建工集团有限公司 Polygonal integral internal mold nut sleeve and screw linkage telescopic system

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CN105507580A (en) * 2016-01-27 2016-04-20 山东方圆建筑材料有限公司 Integral lifting type formwork device for an elevator shaft
CN207377119U (en) * 2017-08-25 2018-05-18 中建二局第一建筑工程有限公司 Elevator shaft integral mold plate system

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CN104372947A (en) * 2014-11-14 2015-02-25 富于安(福建)环保模板有限公司 Integral mold plate feeding and retreating construction method for elevator shaft
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CN116335391A (en) * 2023-03-31 2023-06-27 中冶建工集团有限公司 Polygonal integral internal mold nut sleeve and screw linkage telescopic system

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Application publication date: 20180810