CN111519661A - Vertical wall construction movable formwork capable of sliding laterally and construction method thereof - Google Patents

Vertical wall construction movable formwork capable of sliding laterally and construction method thereof Download PDF

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CN111519661A
CN111519661A CN202010377642.9A CN202010377642A CN111519661A CN 111519661 A CN111519661 A CN 111519661A CN 202010377642 A CN202010377642 A CN 202010377642A CN 111519661 A CN111519661 A CN 111519661A
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formwork
secondary beam
vertical wall
hanging
fixed
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卞桂荣
周欣
朱井佳
陆辰
袁俊俊
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No3 Engineering Co Ltd Of Cccc Third Harbor Engineering Co ltd
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No3 Engineering Co Ltd Of Cccc Third Harbor Engineering Co ltd
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/10Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a vertical wall construction movable formwork capable of sliding laterally, which comprises a screw rod inclined strut, a main beam, a secondary beam, a balance weight, a formwork hanging bracket, a fixed bracket, a pulley block, a bidirectional hydraulic jack, a variable frequency motor and a travelling wheel, wherein the screw rod inclined strut is arranged on the main beam; the main beam is connected with the secondary beam through a high-strength bolt; the fixed bracket is fixed on the secondary beam; the mould hanging bracket falls on the secondary beam through a pulley block; the mould hanging bracket is connected with the fixed bracket through a bidirectional hydraulic jack; the screw rod inclined strut is connected with the secondary beam through a pin shaft; under the action of the bidirectional hydraulic jack, the mold hanging bracket and the mold plate slide laterally on the secondary beam through the pulley block to perform profiling and demolding operations; the formwork support system is reasonable in structure, fast in field assembly and high in practicability, can realize integral formwork erecting, formwork removing and moving operation of a large-span formwork support system, and improves construction efficiency; the platform is assembled and erected for one-time forming, repeated disassembly and adjustment are not needed subsequently, personnel investment is greatly reduced, and the overhead working amount is effectively reduced.

Description

一种可侧向滑移的直立式墙体施工移动模架及其施工方法A laterally slidable vertical wall construction mobile formwork and construction method thereof

技术领域technical field

本发明属于移动模架技术领域,具体涉及一种可侧向滑移的直立式墙体施工移动模架及其施工方法。The invention belongs to the technical field of mobile formwork, and in particular relates to a laterally slidable vertical wall construction mobile formwork and a construction method thereof.

背景技术Background technique

现浇墙体式结构(如隧道明挖法施工、管廊施工)中隔墙施工常将小块钢模组拼进行大断面施工,并使用支架、拉杆作为模板支撑体系。传统支架法立模施工需反复安装、拆卸及倒运模板及支撑架,施工效率较低,同时导致高空作业量大,安全风险高,人员与材料的投入量较大,经济效益较差。In the construction of cast-in-place wall structures (such as tunnel open-cut construction and pipe gallery construction), small steel modules are often assembled for large-section construction, and brackets and tie rods are used as formwork support systems. The traditional support method vertical formwork construction requires repeated installation, dismantling, and reverse transport of the formwork and support frame, resulting in low construction efficiency, high-altitude operations, high safety risks, large investment in personnel and materials, and poor economic benefits.

现在部分企业已经开始使用移动模架,移动模架体系主要分为承重系统、模板安拆系统、行走系统,移动模架工艺以液压系统自动脱模、整体行走功能取代了传统支架法施工中的拆卸、倒运及重新搭设工序,大幅提高了施工工效,并有效减少高空作业量,但是模架侧向滑移的很少介绍。Now some enterprises have begun to use mobile formwork. The mobile formwork system is mainly divided into load-bearing system, formwork installation and dismantling system, and walking system. The mobile formwork process replaces the traditional support method in the construction of the hydraulic system with automatic demoulding and overall walking function. The dismantling, reverse transportation and re-installation procedures greatly improve the construction efficiency and effectively reduce the amount of high-altitude work, but the lateral slip of the formwork is rarely introduced.

发明内容SUMMARY OF THE INVENTION

为解决上述问题,本发明公开了一种可侧向滑移的直立式墙体施工移动模架,适用于已完成底板的大断面、大跨度直立式墙体结构物施工,该移动模架施工效率高、机械化程度高、安全性能可靠、经济效益好。In order to solve the above problems, the present invention discloses a sideways sliding vertical wall construction mobile formwork, which is suitable for the construction of the large-section and long-span vertical wall structures of the completed bottom plate. High efficiency, high degree of mechanization, reliable safety performance and good economic benefits.

为达到上述目的,本发明的技术方案如下:For achieving the above object, technical scheme of the present invention is as follows:

一种可侧向滑移的直立式墙体施工移动模架,包括模板、挂模支架、双向液压千斤顶、固定支架、行走轮、次梁、主梁、滑轮组以及变频电机;所述模板固定在挂模支架上;所述固定支架固定于次梁上;所述挂模支架下方通过滑轮组落在次梁上,所述挂模支架通过双向液压千斤顶与固定支架连接,所述次梁在主梁上方,所述行走轮设置在主梁下方,行走轮连接变频电机。A side-sliding vertical wall construction mobile formwork includes a formwork, a hanging formwork support, a two-way hydraulic jack, a fixed support, a traveling wheel, a secondary beam, a main beam, a pulley block and a frequency conversion motor; the formwork is fixed on on the hanging formwork support; the fixed support is fixed on the secondary beam; the lower part of the hanging formwork support falls on the secondary beam through a pulley group, the hanging formwork support is connected with the fixed support through a two-way hydraulic jack, and the secondary beam is on the main beam Above, the traveling wheels are arranged below the main beam, and the traveling wheels are connected to the frequency conversion motor.

进一步的,所述次梁外侧设有丝杆斜撑,所述丝杆斜撑端部顶在埋置于底板内的钢筋上,抵抗现浇混凝土侧向压力。Further, the outer side of the secondary beam is provided with a screw rod diagonal brace, and the end of the screw rod diagonal bracing is supported on the steel bars embedded in the bottom plate to resist the lateral pressure of the cast-in-place concrete.

进一步的,所述固定支架外侧设有配重,通过设置配重,防止移动模架发生整体倾覆,提升结构的整体稳定性。Further, the outer side of the fixed bracket is provided with a counterweight, and by setting the counterweight, the overall overturning of the mobile formwork is prevented, and the overall stability of the structure is improved.

进一步的,所述配重与丝杆斜撑设置在远离模板的一端。Further, the counterweight and the lead screw diagonal brace are arranged at one end away from the template.

进一步的,所述主梁与次梁间使用高强螺栓连接,抗剪能力强。Further, the main beam and the secondary beam are connected by high-strength bolts, and the shear resistance is strong.

进一步的,所述模板通过拉钩与螺母竖直固定在挂模支架上。Further, the template is vertically fixed on the hanging mold bracket through the hook and the nut.

进一步的,所述变频电机放置于次梁上。Further, the variable frequency motor is placed on the secondary beam.

进一步的,所述次梁按受力要求纵向间隔设置,结构适配性、稳定性强。Further, the secondary beams are arranged at longitudinal intervals according to the force requirements, and have strong structural adaptability and stability.

进一步的,所述固定支架为三角框架结构或者长方形框架结构,挂模支架为长方形框架结构。Further, the fixing bracket is a triangular frame structure or a rectangular frame structure, and the hanging mold bracket is a rectangular frame structure.

进一步的,所述挂模支架与固定支架的组成部分为立杆、斜杆、横杆及剪刀撑通过合理分配间距,以满足结构稳定性的要求。Further, the components of the hanging mold bracket and the fixed bracket are vertical rods, inclined rods, horizontal rods and scissor braces, and the spacing is reasonably allocated to meet the requirements of structural stability.

进一步的,所述固定支架与挂模支架侧面设置钢管横联,增强移动模架的整体性。Further, the lateral connection between the fixed bracket and the hanging mold bracket is provided with a steel pipe to enhance the integrity of the movable mold base.

进一步的,所述固定支架由槽钢及方形钢管焊接制成,稳定性强。Further, the fixing bracket is made of welded channel steel and square steel pipe, and has strong stability.

进一步的,所述剪刀撑由角钢制成,设置于固定支架、挂模支架之间,增强架体稳定性。Further, the scissor brace is made of angle steel, and is arranged between the fixed bracket and the hanging mold bracket to enhance the stability of the frame body.

进一步的,所述挂模支架与固定支架之间设置6台双向液压千斤顶,双排布置,所述滑轮共设置9组,间距与次梁相同,所述挂模支架在双向液压千斤顶作用下配合底部滑轮组带动模板整体侧向滑移,进行靠模及拆模作业。Further, 6 two-way hydraulic jacks are arranged between the hanging mold support and the fixed support, arranged in double rows, and the pulleys are arranged in a total of 9 groups with the same spacing as the secondary beam, and the hanging mold support is coordinated under the action of the two-way hydraulic jacks. The bottom pulley group drives the overall lateral sliding of the formwork, and performs the work of aligning and removing the formwork.

本装置的施工方法是:The construction method of this device is:

(1)拼装(1) Assembly

根据设计图放线确定主梁位置,吊装行走轮及主梁;按主梁上开孔位置吊装次梁,在预定位置预拧高强螺栓;在次梁上固定固定支架,固定支架一侧安装双向液压千斤顶;挂模支架与滑轮组拼装完成后吊装至次梁上,与双向液压千斤顶连接;将模板吊装到挂模支架上;所有构件安装完毕后,检查位置,无误后终拧螺栓;将配重吊装到位后,调试各设备;Determine the position of the main beam according to the design drawing, hoist the walking wheels and the main beam; hoist the secondary beam according to the opening position on the main beam, and pre-tighten high-strength bolts at the predetermined position; fix the fixed bracket on the secondary beam, and install the two-way side of the fixed bracket Hydraulic jack; after the hanging formwork bracket and pulley block are assembled, they are hoisted to the secondary beam and connected to the two-way hydraulic jack; the formwork is hoisted to the hanging formwork support; After hoisting in place, debug the equipment;

(2)侧移(2) Side shift

移动模架通过变频电机及行走轮移动至待浇筑区域,将丝杆斜撑旋紧到位,遥控双向千斤顶将挂模支架顶至预定位置,锁定双向液压千斤顶,将拉杆穿过模板固定,即可进行浇筑作业,脱模时收起丝杆斜撑与双向液压千斤顶,整体脱模后进入下一施工循环。The mobile mold base is moved to the area to be poured by the frequency conversion motor and the walking wheel, the screw rod diagonal brace is tightened in place, the remote control two-way jack pushes the hanging mold bracket to the predetermined position, the two-way hydraulic jack is locked, and the pull rod is fixed through the formwork. Carry out the pouring operation, retract the lead screw diagonal brace and the two-way hydraulic jack during demoulding, and enter the next construction cycle after the overall demoulding.

本发明的有益效果是:The beneficial effects of the present invention are:

本发明所述的一种可侧向滑移的直立式墙体施工移动模架,结构合理,现场拼装快捷,实用性强。该移动模架既可以满足浇筑时的稳定性,又能够实现大跨度模板支架体系的整体立模、拆模及移动作业,提高了施工效率;平台拼装搭设一次成型,后续无需反复拆卸调整,大幅减少人员投入,有效减少高空作业量。The laterally slidable vertical wall construction mobile formwork of the invention has reasonable structure, quick on-site assembly and strong practicability. The mobile formwork can not only satisfy the stability during pouring, but also realize the overall vertical formwork, formwork removal and moving operations of the large-span formwork support system, which improves the construction efficiency; Reduce personnel input and effectively reduce the amount of high-altitude operations.

附图说明Description of drawings

图1移动模架正视图;Figure 1 is a front view of a mobile formwork;

图2移动模架侧视图。Figure 2. Side view of the mobile formwork.

附图标记列表:List of reference numbers:

1:模板;2:挂模支架;3:双向液压千斤顶;4:固定支架;5:配重;6:丝杆斜撑;7:行走轮;8:次梁;9:主梁;10:滑轮组;11:变频电机。1: Template; 2: Hanging mold bracket; 3: Two-way hydraulic jack; 4: Fixed bracket; 5: Counterweight; 6: Screw diagonal brace; 7: Walking wheel; 8: Secondary beam; 9: Main beam; 10: Pulley block; 11: Frequency conversion motor.

具体实施方式Detailed ways

下面结合附图和具体实施方式,进一步阐明本发明,应理解下述具体实施方式仅用于说明本发明而不用于限制本发明的范围。需要说明的是,下面描述中使用的词语“前”、“后”、“左”、“右”、“上”和“下”指的是附图中的方向,词语“内”和“外”分别指的是朝向或远离特定部件几何中心的方向。The present invention will be further clarified below with reference to the accompanying drawings and specific embodiments. It should be understood that the following specific embodiments are only used to illustrate the present invention and not to limit the scope of the present invention. It should be noted that the words "front", "rear", "left", "right", "upper" and "lower" used in the following description refer to the directions in the drawings, and the words "inner" and "outer" ” refer to directions towards or away from the geometric center of a particular part, respectively.

如图所示,本发明所述的一种可侧向滑移的直立式墙体施工移动模架,包括1:模板;2:挂模支架;3:双向液压千斤顶;4:固定支架;5:配重;6:丝杆斜撑;7:行走轮;8:次梁;9:主梁;10:滑轮组;11:变频电机。所述模板1通过拉钩与螺母固定在挂模支架2上;固定支架4固定于次梁8上;挂模支架2与固定支架4通过双向液压千斤顶3连接;挂模支架2通过滑轮组10落在次梁8上;次梁8与主梁9通过高强螺栓连接;行走轮7布置于主梁9下方;变频电机11放置于次梁8上。As shown in the figure, a laterally slidable vertical wall construction mobile formwork according to the present invention includes 1: a formwork; 2: a hanging formwork bracket; 3: a two-way hydraulic jack; 4: a fixed bracket; 5 : Counterweight; 6: Lead screw diagonal brace; 7: Walking wheel; 8: Secondary beam; 9: Main beam; 10: Pulley block; 11: Frequency conversion motor. The template 1 is fixed on the hanging mold bracket 2 through the hook and the nut; the fixed bracket 4 is fixed on the secondary beam 8; the hanging mold bracket 2 and the fixed bracket 4 are connected by a two-way hydraulic jack 3; The secondary beam 8 is connected with the main beam 9 by high-strength bolts; the traveling wheel 7 is arranged under the main beam 9 ; the frequency conversion motor 11 is placed on the secondary beam 8 .

拼装时,根据设计图放线确定主梁9位置,吊装行走轮7及主梁9;按主梁上开孔位置吊装次梁8,在预定位置预拧高强螺栓;在固定支架4间连接剪刀撑,安装双向液压千斤顶3;挂模支架2与滑轮组10拼装完成后吊装至次梁8上,与双向液压千斤顶3连接;将模板1吊装到挂模支架2上;所有构件安装完毕后,检查位置,无误后终拧螺栓;将配重5吊装到位后,调试各设备。When assembling, determine the position of the main beam 9 according to the design drawing, hoist the traveling wheel 7 and the main beam 9; hoist the secondary beam 8 according to the opening position on the main beam, and pre-tighten high-strength bolts at the predetermined position; connect scissors between the fixed brackets 4 Support and install the two-way hydraulic jack 3; after the hanging formwork bracket 2 and the pulley block 10 are assembled, they are hoisted to the secondary beam 8 and connected to the two-way hydraulic jack 3; the formwork 1 is hoisted to the hanging formwork support 2; After the position is correct, screw the bolts finally; after the counterweight 5 is hoisted in place, debug the equipment.

在浇筑混凝土时,移动模架行通过变频电机11及行走轮7移动至待浇筑区域,将丝杆斜撑6旋紧到位,遥控双向液压千斤顶3将挂模支架2顶至预定位置,锁定千斤顶,将拉杆穿过模板1固定,即可进行浇筑作业;脱模时收起丝杆斜撑6与双向液压千斤顶3,整体脱模后进入下一施工循环。When pouring concrete, the mobile formwork row is moved to the area to be poured through the frequency conversion motor 11 and the traveling wheel 7, the screw rod diagonal brace 6 is tightened in place, the remote two-way hydraulic jack 3 lifts the hanging formwork support 2 to the predetermined position, and the jack is locked. , the tie rod is fixed through the formwork 1, and the pouring operation can be carried out; when demoulding, the lead screw diagonal brace 6 and the two-way hydraulic jack 3 are retracted, and the whole demoulding enters the next construction cycle.

本发明所公开的技术手段不仅限于上述实施方式所公开的技术手段,还包括由以上技术特征任意改进所组成的技术方案。The technical means disclosed in the present invention are not limited to the technical means disclosed in the above-mentioned embodiments, but also include technical solutions composed of any improvement of the above-mentioned technical features.

Claims (10)

1.一种可侧向滑移的直立式墙体施工移动模架,其特征在于:包括模板、挂模支架、双向液压千斤顶、固定支架、丝杆斜撑、行走轮、次梁、主梁、滑轮组以及变频电机;所述模板固定在挂模支架上;所述固定支架固定于次梁上;所述挂模支架下方通过滑轮组落在次梁上,所述挂模支架通过双向液压千斤顶与固定支架连接,所述丝杆斜撑通过销轴连接在次梁外侧;所述次梁通过高强螺栓连载在主梁上方,所述行走轮设置在主梁下方,行走轮连接变频电机。1. a side-sliding vertical wall construction mobile formwork is characterized in that: comprising formwork, hanging formwork support, two-way hydraulic jack, fixed support, lead screw diagonal brace, traveling wheel, secondary beam, main beam , a pulley block and a frequency conversion motor; the template is fixed on the hanging mold support; the fixed support is fixed on the secondary beam; the bottom of the hanging mold support falls on the secondary beam through the pulley block, and the hanging mold support is connected to the secondary beam through a two-way hydraulic jack. The fixed bracket is connected, and the lead screw diagonal brace is connected to the outside of the secondary beam through a pin shaft; the secondary beam is serially connected above the main beam through high-strength bolts, the walking wheels are arranged below the main beam, and the walking wheels are connected to the frequency conversion motor. 2.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述次梁外侧设有丝杆斜撑,所述丝杆斜撑端部顶在埋置于底板内的钢筋上,所述丝杆斜撑设置在远离模板的一端。2. A laterally slidable vertical wall construction mobile formwork according to claim 1, characterized in that: the outer side of the secondary beam is provided with a screw rod diagonal bracing, and the end of the screw rod diagonal bracing It is placed on the steel bar embedded in the bottom plate, and the lead screw diagonal brace is arranged at one end away from the formwork. 3.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述固定支架外侧设有配重,所述配重设置在远离模板的一端。3. A laterally slidable vertical wall construction mobile formwork according to claim 1, characterized in that: a counterweight is provided on the outer side of the fixed bracket, and the counterweight is arranged at one end away from the formwork . 4.根据权利要求2或3所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述次梁按受力要求纵向间隔设置。4. A laterally slidable vertical wall construction mobile formwork according to claim 2 or 3, wherein the secondary beams are arranged at longitudinal intervals according to the force requirements. 5.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述主梁与次梁间使用高强螺栓连接。5 . The laterally slidable vertical wall construction mobile formwork according to claim 1 , wherein the main beam and the secondary beam are connected by high-strength bolts. 6 . 6.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述模板通过拉钩与螺母竖直固定在挂模支架上。6 . A laterally slidable vertical wall construction mobile formwork according to claim 1 , wherein the formwork is vertically fixed on the hanging formwork support by means of hooks and nuts. 7 . 7.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述固定支架为三角框架结构或者长方形框架结构,挂模支架为长方形框架结构。7. A laterally slidable vertical wall construction mobile formwork according to claim 1, wherein the fixed support is a triangular frame structure or a rectangular frame structure, and the hanging formwork support is a rectangular frame structure . 8.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述固定支架与挂模支架侧面设置钢管横联。8 . A laterally slidable vertical wall construction mobile formwork according to claim 1 , characterized in that: the fixed support and the hanging formwork support are laterally connected with steel pipes. 9 . 9.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架,其特征在于:所述挂模支架与固定支架之间设置6台双向液压千斤顶,双排布置,所述滑轮共设置9组,间距与次梁相同。9. A laterally slidable vertical wall construction mobile formwork according to claim 1, characterized in that: 6 two-way hydraulic jacks are arranged between the hanging formwork support and the fixed support, arranged in double rows , the pulleys are arranged in 9 groups, and the spacing is the same as that of the secondary beam. 10.根据权利要求1所述的一种可侧向滑移的直立式墙体施工移动模架的施工方法,其特征在于:10. The construction method of a laterally slidable vertical wall construction mobile formwork according to claim 1, characterized in that: (1)拼装(1) Assembly 根据设计图放线确定主梁位置,吊装行走轮及主梁;按主梁上开孔位置吊装次梁,在预定位置预拧高强螺栓;在次梁上固定固定支架,固定支架一侧安装双向液压千斤顶;挂模支架与滑轮组拼装完成后吊装至次梁上,与双向液压千斤顶连接;将模板吊装到挂模支架上;所有构件安装完毕后,检查位置,无误后终拧螺栓;将配重吊装到位后,调试各设备;Determine the position of the main beam according to the design drawing, and hoist the walking wheels and the main beam; hoist the secondary beam according to the opening position on the main beam, and pre-tighten high-strength bolts at the predetermined position; fix the fixed bracket on the secondary beam, and install the two-way side of the fixed bracket Hydraulic jack; after the hanging formwork bracket and pulley block are assembled, they are hoisted to the secondary beam and connected to the two-way hydraulic jack; the formwork is hoisted to the hanging formwork support; After hoisting in place, debug the equipment; (2)侧移(2) Side shift 移动模架通过变频电机及行走轮移动至待浇筑区域,将丝杆斜撑旋紧到位,遥控双向千斤顶将挂模支架顶至预定位置,锁定双向液压千斤顶,将拉杆穿过模板固定,即可进行浇筑作业,脱模时收起丝杆斜撑与双向液压千斤顶,整体脱模后进入下一施工循环。The mobile mold base is moved to the area to be poured by the frequency conversion motor and the walking wheel, the screw rod diagonal brace is tightened in place, the remote control two-way jack pushes the hanging mold bracket to the predetermined position, the two-way hydraulic jack is locked, and the pull rod is fixed through the formwork. Carry out the pouring operation, retract the lead screw diagonal brace and the two-way hydraulic jack during demoulding, and enter the next construction cycle after the overall demoulding.
CN202010377642.9A 2020-05-07 2020-05-07 Vertical wall construction movable formwork capable of sliding laterally and construction method thereof Pending CN111519661A (en)

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CN103806645A (en) * 2014-02-18 2014-05-21 广东信海建筑有限公司 Light intelligent hydraulic formwork climbing device with good wind and fire resistant performance
CN204151823U (en) * 2014-10-11 2015-02-11 中铁一局集团有限公司 Along building the one-sided cantilever hydraulic template trolley of side wall under covered back-digging structural slab
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CN112281916A (en) * 2020-11-02 2021-01-29 中铁一局集团第二工程有限公司 Large-axillary-angle single-side-wall movable formwork for subway engineering
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Application publication date: 20200811