CN204199659U - Integral lifting building construction of lift well operating system - Google Patents

Integral lifting building construction of lift well operating system Download PDF

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Publication number
CN204199659U
CN204199659U CN201420704737.7U CN201420704737U CN204199659U CN 204199659 U CN204199659 U CN 204199659U CN 201420704737 U CN201420704737 U CN 201420704737U CN 204199659 U CN204199659 U CN 204199659U
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operating system
building construction
lift well
integral lifting
well operating
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CN201420704737.7U
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Chinese (zh)
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刘进
王清江
王悦
蒋代波
周升平
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Chongqing Technology and Business Institute
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Chongqing Technology and Business Institute
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Abstract

本实用新型公开了一种整体提升式建筑电梯井施工作业系统,包括支架和整体式内模板,所述整体式内模板设置于所述支架上且随所述支架同步提升;通过将整体式内模板设置于可直接提升并可快速固定的支架上,能够避免重复拆卸安装支架,同时梯井侧墙内模四个侧面整体拆装,并随支架向上提升,拆装方便快速,提高工作效率,并且整体式内模板随支架上升,能够保证梯井净空尺寸及竖直度。

The utility model discloses an integral lifting type building elevator shaft construction operation system, which comprises a support and an integral inner formwork, the integral inner formwork is arranged on the support and is lifted synchronously with the support; The formwork is set on a bracket that can be directly lifted and quickly fixed, which can avoid repeated disassembly of the installation bracket. At the same time, the four sides of the inner mold of the side wall of the ladder shaft are disassembled as a whole, and are lifted upwards with the bracket. The disassembly is convenient and fast, and the work efficiency is improved. Moreover, the integral inner formwork rises with the support, which can ensure the clearance size and verticality of the ladder well.

Description

整体提升式建筑电梯井施工作业系统Integral lifting building elevator shaft construction operation system

技术领域technical field

本实用新型涉及建筑工程的装置领域,具体涉及一种整体提升式建筑电梯井施工作业系统。The utility model relates to the device field of construction engineering, in particular to an overall lifting type building elevator shaft construction operation system.

背景技术Background technique

房建工程电梯井混凝土侧墙外观要求竖直、平整,现施工时多采取在梯井侧墙上设预埋件,安设水平支撑杆件,其上铺设脚手板形成作业平台,之后再安装电梯井侧墙、外模板,浇筑混凝土施工,施工上一层时,重复上述步骤,拆除下一层模板向上逐层施工,上述施工作业,需反复拆装支架、模板,费时费力,且不利于保证梯井净空尺寸及竖直度。The appearance of the concrete side wall of the elevator shaft in the housing construction project is required to be vertical and flat. At present, during construction, embedded parts are usually installed on the side wall of the elevator shaft, horizontal support rods are installed, and scaffolding boards are laid on it to form a working platform, and then installed For the side wall of the elevator shaft and the outer formwork, pouring concrete construction, when constructing the upper layer, repeat the above steps, remove the next layer of formwork and build up layer by layer. The above construction work requires repeated disassembly and assembly of brackets and formwork, which is time-consuming and laborious. It is not conducive to Ensure the clearance size and verticality of the ladder shaft.

因此,有必要提供一种整体提升式建筑电梯井施工作业系统,能够避免重复拆卸安装支架,同时梯井侧墙内模四个侧面整体拆装,并随支架向上提升,拆装方便快速,提高工作效率。Therefore, it is necessary to provide an overall lifting type building elevator shaft construction operation system, which can avoid repeated disassembly of the installation bracket, and at the same time, the four sides of the inner mold of the side wall of the elevator shaft are disassembled as a whole, and are lifted upwards with the bracket, which is convenient and fast to disassemble and improve. work efficiency.

实用新型内容Utility model content

有鉴于此,本实用新型的目的是克服现有技术中的缺陷,提供一种整体提升式建筑电梯井施工作业系统,能够避免重复拆卸安装支架,梯井侧墙内模四个侧面整体拆装,并随支架向上提升,拆装方便快速。In view of this, the purpose of this utility model is to overcome the defects in the prior art, to provide an integral lifting type building elevator shaft construction operation system, which can avoid repeated disassembly of the installation bracket, and the four sides of the inner mold of the side wall of the elevator shaft can be disassembled and assembled as a whole , and lift up with the bracket, easy and quick to disassemble.

本实用新型提供的整体提升式建筑电梯井施工作业系统,包括支架和整体式内模板,所述整体式内模板设置于所述支架上且随所述支架同步提升;The integral lifting building elevator shaft construction operation system provided by the utility model includes a bracket and an integral inner formwork, and the integral inner formwork is arranged on the support and is lifted synchronously with the support;

所述支架包括两个三角支撑架和设置于所述三角支撑架之间的横梁,所述三角支撑架包括斜向主梁、水平梁和竖向支撑立柱,所述横梁至少包括上横梁和下横梁,所述上横梁和水平梁上设有第一手脚板,所述斜向主梁下端轴向延伸形成支撑于楼板面上的支腿,所述下横梁两端向外延伸形成作用于电梯门洞侧墙的卡止段。The support includes two triangular bracing frames and a beam arranged between the triangular bracing frames, the triangular bracing frame includes an oblique main beam, a horizontal beam and a vertical support column, and the beam at least includes an upper beam and a lower beam. A beam, the upper beam and the horizontal beam are provided with a first hand and foot board, the lower end of the inclined main beam extends axially to form a leg supported on the floor surface, and the two ends of the lower beam extend outward to act on the elevator The locking section of the side wall of the door opening.

进一步,所述整体式内模板包括三块大模板和一块组装大模板,所述组装大模板包括两块小模板和一块活动板条组成,所述活动板条设置于所述小模板之间。Further, the integral inner formwork includes three large formworks and a large assembled formwork, the large assembled formwork consists of two small formworks and a movable slat, and the movable slat is arranged between the small formworks.

进一步,所述活动板条横截面为等腰梯形。Further, the cross-section of the movable slat is an isosceles trapezoid.

进一步,所述三角支撑架内设置有内支撑杆。Further, an inner support rod is arranged inside the tripod.

进一步,所述第一手脚板中部开设矩形孔,所述上横梁和下横梁之间设置有中横梁,所述中横梁上设置有第二手脚板。Further, a rectangular hole is opened in the middle of the first hand and foot plate, a middle beam is arranged between the upper beam and the lower beam, and a second hand and foot plate is arranged on the middle beam.

进一步,所述两个三角支撑架上分别设有吊环。Further, the two tripod supports are respectively provided with lifting rings.

进一步,所述斜向主梁上端和所述卡止端设有橡胶垫。Further, rubber pads are provided at the upper end of the inclined main beam and the locking end.

本实用新型的有益效果是:本实用新型提供的整体提升式建筑电梯井施工作业系统,通过将整体式内模板设置于可直接提升并可快速固定的支架上,能够避免重复拆卸安装支架,同时梯井侧墙内模四个侧面整体拆装,并随支架向上提升,拆装方便快速,提高工作效率,并且整体式内模板随支架上升,能够保证梯井净空尺寸及竖直度。The beneficial effect of the utility model is that: the overall lifting type building elevator shaft construction operation system provided by the utility model can avoid repeated disassembly of the installation bracket by setting the integral inner formwork on the bracket that can be directly lifted and quickly fixed. The four sides of the inner formwork of the side wall of the ladder shaft are disassembled and assembled as a whole, and are lifted up with the bracket, which is convenient and quick to disassemble and improve work efficiency, and the integral inner formwork rises with the bracket to ensure the clearance size and verticality of the ladder well.

附图说明Description of drawings

下面结合附图和实施例对本实用新型作进一步描述:Below in conjunction with accompanying drawing and embodiment the utility model is further described:

图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;

图2为支架的俯视示意图;Figure 2 is a schematic top view of the bracket;

图3为整体式内模板的横截面示意图。Fig. 3 is a schematic cross-sectional view of the integral inner formwork.

具体实施方式Detailed ways

图1为本实用新型的结构示意图,图2为支架的俯视示意图,图3为整体式内模板的横截面示意图,如图所示,本实施例中的整体提升式建筑电梯井施工作业系统,包括支架2和整体式内模板1,所述整体式内模板1设置于所述支架2上且随所述支架同步提升,施工时,支架2能够卡止固定于电梯门洞楼板顶面上,同时整体式内模板1放在支架2上的第一手脚板上,一层楼施工完后,可用建筑塔吊或专用支架提升支架2至上一层固定施工,随施工进展逐层提升,周转使用,能够避免重复拆卸安装支架,梯井侧墙内模四个侧面整体拆装,并随支架向上提升,拆装方便快速,提高工作效率,并且整体式内模板1随支架上升,能够保证保证梯井净空尺寸及竖直度。Fig. 1 is a schematic structural view of the present utility model, Fig. 2 is a schematic top view of the bracket, and Fig. 3 is a schematic cross-sectional view of the integral inner formwork, as shown in the figure, the integral lifting type building elevator shaft construction operation system in this embodiment, It includes a bracket 2 and an integral inner formwork 1. The integral inner formwork 1 is set on the bracket 2 and is lifted synchronously with the bracket. During construction, the bracket 2 can be locked and fixed on the top surface of the elevator doorway floor, and at the same time The integral inner formwork 1 is placed on the first hand and foot plate on the support 2. After the construction of one floor is completed, the building tower crane or special support can be used to lift the support 2 to the upper floor for fixed construction. As the construction progresses, it is lifted layer by layer and used in turnover. To avoid repeated disassembly of the installation bracket, the four sides of the inner mold of the side wall of the stairwell are disassembled as a whole, and are lifted up with the bracket, which is convenient and quick to disassemble and improve work efficiency, and the integral inner formwork 1 rises with the bracket to ensure the clearance of the stairwell size and verticality.

本实施例中,所述支架2包括两个平行对称设置的三角支撑架和设置于所述三角支撑架之间的横梁,所述三角支撑架包括斜向主梁21、水平梁22和竖向支撑立柱23,所述横梁至少包括上横梁26和下横梁28,水平梁22一端与斜向主梁21固定。另一端延伸靠近电梯门洞侧墙,所述上横梁26和水平梁22上铺设有第一手脚板24,所述斜向主梁下端轴向延伸形成支撑于楼板面上的支腿25,所述下横梁28两端向外延伸形成侧壁抵压于电梯门洞侧墙的卡止段29,所述上横梁26包括三道,且上横梁上设置有纵梁,并铺设第一手脚板24形成稳定牢固的工作台面,所述延伸后的水平梁长度小于井道宽度,提升时,调节不同拉绳长度可使支架2倾斜,支腿25进入井道内,保证支架2能够顺利上升,同时对整体式内模板1沿第一手脚板限位防止滑动,限位机构可采用现有技术,在此不再赘述,通过支腿25和卡止段29配合固定支架2的固定方式更加安全牢固,并且方便施工,且不用拆卸支架2,提高工作效率。In this embodiment, the bracket 2 includes two parallel and symmetrical triangular supports and a crossbeam arranged between the triangular supports. The triangular support includes an oblique main beam 21, a horizontal beam 22 and a vertical The support column 23, the beam at least includes an upper beam 26 and a lower beam 28, and one end of the horizontal beam 22 is fixed to the inclined main beam 21. The other end extends close to the side wall of the elevator doorway, the upper beam 26 and the horizontal beam 22 are laid with a first hand and foot plate 24, and the lower end of the oblique main beam extends axially to form a leg 25 supported on the floor surface. Both ends of the lower crossbeam 28 extend outward to form a locking section 29 where the side wall presses against the side wall of the elevator door opening. The upper crossbeam 26 includes three lines, and the upper crossbeam is provided with a longitudinal beam, and the first hand and foot board 24 is laid to form Stable and firm work surface, the length of the extended horizontal beam is less than the width of the hoistway. When lifting, adjust the length of different pull ropes to make the bracket 2 tilt, and the legs 25 enter the hoistway to ensure that the bracket 2 can rise smoothly. The inner formwork 1 is limited along the first hand and foot plate to prevent sliding. The limit mechanism can adopt the existing technology, which will not be repeated here. The fixing method of the fixed bracket 2 through the supporting leg 25 and the locking section 29 is safer, firmer and more convenient. construction without dismantling the support 2, improving work efficiency.

本实施例中,所述整体式内模板1包括三块大模板11和一块组装大模板,所述组装大模板包括两块小模板(如图小模板12和小模板13)和一块活动板条14组成,所述活动板条14设置于所述小模板之间,所述大模板和组装大模板拼接成整体式内模板1,整体式内模板1内设置内模板支撑杆件40,再配合外模板施工,拆卸整体式内模板1时将活动板条14拆卸,方便整体式内模板1拆卸,避免内模板重复安装拆卸,提高工作效率,降低劳动强度。In the present embodiment, the integral inner template 1 includes three large templates 11 and a large assembled template, and the large assembled template includes two small templates (such as the small template 12 and the small template 13) and a movable slat 14, the movable slats 14 are arranged between the small formworks, the large formwork and the assembled large formwork are spliced into an integral inner formwork 1, and an inner formwork support rod 40 is arranged in the integral inner formwork 1, and then matched with For the construction of the outer formwork, the movable slats 14 are disassembled when the integral inner formwork 1 is disassembled, which facilitates the disassembly of the integral inner formwork 1, avoids repeated installation and disassembly of the inner formwork, improves work efficiency, and reduces labor intensity.

本实施例中,所述活动板条14横截面为等腰梯形,且外宽内窄(向内表示井内),利用等腰梯形结构的活动板条14可以方便活动板条14的安装,并且能够保证组装组装大模板的平整度,施工完成后只需将活动板条14向上抽出,拆卸方便。In the present embodiment, the cross-section of the movable slat 14 is isosceles trapezoidal, and the outer width is narrower inside (inwardly represents the inside of the well), and the movable slat 14 of the isosceles trapezoidal structure can be used to facilitate the installation of the movable slat 14, and It can ensure the flatness of the assembled and assembled large formwork. After the construction is completed, only the movable slats 14 need to be drawn upwards, which is convenient for disassembly.

本实施例中,所述三角支撑架内设置有内支撑杆,所述内支撑杆包括内支撑横杆、内支撑竖杆和内支撑斜杆,加强三角支撑架的结构强度,提高安全性。In this embodiment, the triangular support frame is provided with an inner support bar, and the inner support bar includes an inner support horizontal bar, an inner support vertical bar and an inner support oblique bar, so as to strengthen the structural strength of the triangular support frame and improve safety.

本实施例中,所述第一手脚板24中部开设矩形孔,所述上横梁26和下横梁28之间设置有中横梁27,所述中横梁27为两道,所述中横梁27上设置有第二手脚板,所述矩形孔的宽度为50cm,长度为80cm,通过矩形孔,方便将井道侧墙内模板支撑杆件40放入第二手脚板,方便工作人员在第一手脚板24的施工。In this embodiment, a rectangular hole is opened in the middle of the first hand and foot plate 24, and a middle beam 27 is arranged between the upper beam 26 and the lower beam 28. There are two middle beams 27, and the middle beam 27 is provided with There is a second hand and foot plate, the width of the rectangular hole is 50cm, and the length is 80cm. Through the rectangular hole, it is convenient to put the formwork support rod 40 in the side wall of the hoistway into the second hand and foot plate, which is convenient for the staff on the first hand and foot plate 24 construction.

本实施例中,所述两个三角支撑架上分别设有吊环30,每个三角架上均设置两个吊环30,方便吊绳固定,四个吊环30可提高起吊时的平稳性,避免碰撞井壁。In this embodiment, the two tripods are respectively provided with suspension rings 30, and each tripod is provided with two suspension rings 30 to facilitate the fixing of the suspension rope. The four suspension rings 30 can improve the stability of lifting and avoid collisions. well wall.

本实施例中,所述斜向主梁21上端和所述卡止端29设有橡胶垫,所述橡胶垫可以防滑,同时也可以避免井壁受损。In this embodiment, the upper end of the inclined main beam 21 and the locking end 29 are provided with rubber pads, and the rubber pads can prevent slipping and at the same time avoid damage to the well wall.

最后说明的是,以上实施例仅用以说明本实用新型的技术方案而非限制,尽管参照较佳实施例对本实用新型进行了详细说明,本领域的普通技术人员应当理解,可以对本实用新型的技术方案进行修改或者等同替换,而不脱离本实用新型技术方案的宗旨和范围,其均应涵盖在本实用新型的权利要求范围当中。Finally, it is noted that the above embodiments are only used to illustrate the technical solutions of the present utility model without limitation. Although the utility model has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the utility model can be Modifications or equivalent replacements of the technical solutions without departing from the purpose and scope of the technical solutions of the utility model shall be covered by the claims of the utility model.

Claims (7)

1. an integral lifting building construction of lift well operating system, is characterized in that: comprise support and monolithic inner formword, and described monolithic inner formword to be arranged on described support and with described support Synchronous lifting;
The crossbeam that described support comprises two triangular support brackets and is arranged between described triangular support bracket, described triangular support bracket comprises oblique girder, horizontal beam and vertical supporting column, described crossbeam at least comprises top rail and lower transverse beam, described top rail and horizontal beam are provided with first-hand sole, described oblique girder lower end axially extends to form the supporting leg be supported on floor face, and described lower transverse beam two ends stretch out and form the locking section that sidewall presses on elevator door opening side wall.
2. integral lifting building construction of lift well operating system according to claim 1, it is characterized in that: described monolithic inner formword comprises three pieces of large forms and one piece of assembling large form, described assembling large form comprises two pieces of little templates and one piece of movable slats composition, and described movable slats is arranged between described little template.
3. integral lifting building construction of lift well operating system according to claim 2, is characterized in that: described movable slats cross section is isosceles trapezoid.
4. integral lifting building construction of lift well operating system according to claim 3, is characterized in that: be provided with inner bracing piece in described triangular support bracket.
5. integral lifting building construction of lift well operating system according to claim 4, it is characterized in that: in the middle part of described first-hand sole, offer rectangular opening, be provided with middle cross beam between described top rail and lower transverse beam, described middle cross beam be provided with second-hand's sole.
6. integral lifting building construction of lift well operating system according to claim 5, is characterized in that: described two triangular support brackets are respectively equipped with suspension ring.
7. integral lifting building construction of lift well operating system according to claim 6, is characterized in that: described oblique girder upper end and described locking end are provided with rubber pad.
CN201420704737.7U 2014-11-19 2014-11-19 Integral lifting building construction of lift well operating system Expired - Fee Related CN204199659U (en)

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109060356A (en) * 2018-09-12 2018-12-21 北京清航紫荆装备科技有限公司 Engine testsand
CN110761402A (en) * 2019-10-10 2020-02-07 上海欧跃建筑安装工程有限公司 Concrete pouring construction method for hysteresis synchronization construction of same floor of building floor slab

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109060356A (en) * 2018-09-12 2018-12-21 北京清航紫荆装备科技有限公司 Engine testsand
CN110761402A (en) * 2019-10-10 2020-02-07 上海欧跃建筑安装工程有限公司 Concrete pouring construction method for hysteresis synchronization construction of same floor of building floor slab
CN110761402B (en) * 2019-10-10 2020-12-29 上海欧跃建筑安装工程有限公司 Concrete pouring construction method for lag and synchronous construction on the same floor of house building

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