WO2022237482A1 - 建筑竖向模板悬挂整拼整提的施工设备及方法 - Google Patents

建筑竖向模板悬挂整拼整提的施工设备及方法 Download PDF

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Publication number
WO2022237482A1
WO2022237482A1 PCT/CN2022/088062 CN2022088062W WO2022237482A1 WO 2022237482 A1 WO2022237482 A1 WO 2022237482A1 CN 2022088062 W CN2022088062 W CN 2022088062W WO 2022237482 A1 WO2022237482 A1 WO 2022237482A1
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Prior art keywords
formwork
hanging
vertical
vertical formwork
building
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PCT/CN2022/088062
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English (en)
French (fr)
Inventor
丁伟祥
齐从月
钱世清
刘汉文
刘恒
王伟
张志华
周红卫
李明
张鹏
王艺涵
许国伟
张步月
周鹏程
龚文韬
王纪峰
刘民康
邹金盾
齐沛
冯伟
龚赞
袁利军
覃思华
Original Assignee
中建三局第三建设工程有限责任公司
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Application filed by 中建三局第三建设工程有限责任公司 filed Critical 中建三局第三建设工程有限责任公司
Priority to ZA2022/06664A priority Critical patent/ZA202206664B/en
Publication of WO2022237482A1 publication Critical patent/WO2022237482A1/zh

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Classifications

    • 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
    • E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C11/00—Trolleys or crabs, e.g. operating above runways
    • B66C11/02—Trolleys or crabs, e.g. operating above runways with operating gear or operator's cabin suspended, or laterally offset, from runway or track
    • B66C11/04—Underhung trolleys
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12—Mounting of reinforcing inserts; Prestressing

Definitions

  • the invention relates to the field of building construction, and more specifically relates to a construction equipment and method for hanging and assembling vertical building formwork.
  • the current high-rise building construction technology is mainly a traditional technology, that is, after the formwork is supported, the vertical and horizontal steel bars are bound, and then the concrete is poured at one time.
  • the traditional technology is relatively mature, it cannot bypass the disassembly and assembly of formwork, and in the construction period using traditional technology, the unlucky time of formwork assembly and disassembly accounts for a large proportion. From the perspective of shortening the construction period, improving construction efficiency and reducing the labor intensity of workers, the process of assembling, dismantling and reversing the formwork needs to be simplified or even eliminated.
  • the technical problem to be solved by the present invention is to provide a construction equipment and method for hanging and lifting building vertical formwork, which can reduce the labor and construction period of vertical formwork.
  • the technical solution adopted by the present invention to solve the technical problem is: to construct a construction equipment for hanging vertical formwork of a building, which is used to be installed on the steel platform of the building machine, including I-shaped steel hanger, I-shaped Steel, pulley lifting points, turnbuckle bolts, suspenders and U-shaped snap rings, the I-beam is arranged at any position on the steel platform through the I-beam hanging head, the pulley lifting point is set on the I-beam, and the pulley
  • the suspension point is connected with the suspension rod through a turnbuckle bolt, and the U-shaped snap ring is arranged at the end of the suspension rod, and the U-shaped snap ring is used for connecting the vertical formwork.
  • the boom is a length-adjustable boom.
  • the I-beam hanger is fixed on the lower chord of the Bailey frame of the steel platform through splints and bolts, and the upper wing plate of the I-beam passes through two I-beam hangers to realize suspension.
  • the I-beam Can move between two I-beam lifting heads.
  • limit bolts are provided at both ends of the I-beam.
  • a reserved opening is provided in the horizontal formwork next to the vertical formwork, and a retractable corner form is provided in the reserved opening.
  • the position of the reserved hole is supported and fixed by a positioning brace.
  • One end of the positioning brace is fixed to the vertical formwork by a bolt, and the other end is provided with a baffle against the horizontal formwork.
  • the present invention also provides a construction method for construction equipment in which the vertical formwork of the building is hung and assembled and lifted.
  • the vertical formwork and the boom are moved on the I-beam through the pulley lifting point to realize the retraction of the vertical formwork.
  • the reinforcement binding and pouring of the vertical wall are carried out.
  • the inner and outer formworks of all the vertical walls are withdrawn from the mold, they are lifted with the steel platform, and the reinforcement binding and pouring of the upper vertical wall are carried out. .
  • the reinforcing bars of the vertical wall are bound and poured first, the vertical wall formwork is withdrawn from the formwork and then lifted along with the steel platform, and then the beam and slab are poured.
  • the hanging formwork system is flexible in layout and is suitable for various structures and storey heights.
  • the hanging formwork system can make the vertical formwork retract and close the mold and lift with the steel platform.
  • Fig. 1 is the front view of the construction equipment that the vertical formwork of the building of the present invention hangs and assembles and lifts;
  • Fig. 2 is the side view of the construction equipment for hanging the building vertical formwork of the present invention to assemble and lift;
  • Fig. 3 is the construction schematic diagram of the construction equipment that hangs the building vertical formwork of the present invention and assembles and lifts;
  • Fig. 4 is the schematic diagram of reserved hole
  • Fig. 5-Fig. 13 are the construction method flow charts of the vertical formwork of the present invention hanging and assembling and lifting.
  • the building vertical formwork 8 of the present invention is a construction equipment for hanging and assembling and lifting, and is used to install on the steel platform 1 of the building machine. It includes a hanging formwork system, and the hanging formwork system includes I-beams Suspension head 2, I-beam 3, pulley lifting point 4, turnbuckle bolt 5, suspension rod 6 and U-shaped snap ring 7.
  • the I-beam 3 is arranged on any position of the steel platform 1 through the I-beam hanging head 2, the pulley lifting point 4 is set on the I-beam 3, the pulley lifting point 4 is connected with the boom 6 through the flower basket bolt 5, and the U-shaped snap ring 7 Set at the end of the boom 6 , the U-shaped snap ring 7 is used to connect the vertical formwork 8 .
  • the building machine in this embodiment can be selected from the building machine described in Chinese patent CN111219055A.
  • the top platform of the building machine provides an installation location for the hanging formwork system required for the suspension of the vertical formwork 8.
  • the self-jacking of the building machine can drive the vertical formwork 8 to be lifted synchronously, so that the vertical formwork 8 can be separated from the working layer and suspended stably.
  • the hanging formwork system has high adaptability.
  • the hanging formwork system can be installed at any position on the lower chord of the Bailey frame steel platform 1, and the I-beam 3 can move between the two hanging heads 2 to change the cantilever length of the I-beam 3, and can reach each vertical formwork 8 position.
  • the vertical formwork 8 can realize the clamping and ejection of the formwork by means of the hanging formwork system.
  • the vertical formwork 8 is withdrawn and then lifted, and the vertical structural steel bars of the next layer are bound and then the vertical Template 8 is pushed and closed.
  • the I-beam hanger 2 is fixed on the lower chord of the Bailey frame in the form of splints and bolts; the upper wing plate of the I-beam 3 passes through the two I-beam hangers 2 to realize suspension.
  • the I-beam 3 can move between the two suspension heads 2, and the two ends of the I-beam 3 have bolts to limit the position to prevent falling off.
  • the pulley hanger 2 is installed on the lower wing of the I-beam 3 and can slide on the lower wing of the I-beam 3; the flower basket bolt 5 with adjustable boom 6 is installed on the pulley hanger 2; finally, the U-shaped snap ring 7 is installed as a Connect hanger rod 6 and vertical template 8 usefulness.
  • the horizontal formwork 9 next to the vertical formwork 8 is designed to reserve a hole 10 .
  • Retractable corner formwork 11 is set at the position of reserved hole 10, so that the demoulding and lifting of the convenient formwork are set up. Reserving the opening 10 can realize the normal ejection and lifting of the vertical formwork 8, and after the vertical formwork 8 is lifted, a plate repair is performed to avoid affecting the concrete pouring of the beam and slab.
  • 3-4 positioning braces 12 are used to support and fix the reserved hole 10 positions to prevent the vertical formwork 8 from expanding when the vertical wall 13 is poured.
  • Positioning brace 12 one end openings are connected and fixed with the vertical wall formwork hole with plug, and one end establishes baffle plate to prop up horizontal formwork 9, and locating brace 12 holes and baffle plate spacing are the width of reserved hole 10 (secondary mending board).
  • the present invention also provides a construction method for the above-mentioned construction equipment, specifically: the vertical formwork 8 and the suspender 6 are moved on the I-beam 3 through the pulley lifting point 4, and the vertical formwork 8 is retracted and closed. After the vertical formwork 8 of the first floor is closed, the reinforcing bars of the vertical wall 13 are bound and poured. After the inner and outer formworks of all the vertical walls 13 are withdrawn from the mold, they are lifted with the steel platform 1, and the steel bars of the upper vertical wall 13 are bound. with pouring.
  • Step 1 initial state: the formwork has been lifted.
  • Step 2 formwork clamping and laminated plate hoisting: Carry out n-layer beam-slab corner clamping and laminated plate lifting, and n-layer vertical outer formwork clamping.
  • Step 3 horizontal steel bar binding: carry out n-layer beam-slab steel bar binding and pipeline embedding, n-layer hanging formwork installation and beam-slab formwork reinforcement.
  • Step 4 concealed acceptance, horizontal concrete pouring: perform n-layer beam-slab surface steel bar binding and concealed acceptance, and then pour n-layer beam-slab concrete.
  • Step 5 vertical steel bar binding, beam and slab formwork removal: perform n-layer vertical wall binding, n-3 layer beam-slab formwork removal, reverse transportation, n-layer setting-out positioning, material preparation, etc.
  • Step 6 vertical wall mold closing, beam and slab formwork: perform n-layer wall mold closing and calibration, and n+1 layer beam and slab formwork.
  • Step 7 wall concrete pouring: perform n-layer wall concrete pouring, and n+1 layer beam-slab support formwork.
  • Step 8 formwork removal of the wall formwork: formwork support for n+1 layer beams and slabs, and formwork removal for n layer walls.
  • the 9th step, the building machine jacking up Carry out n+1 layer beam slab formwork, the building machine jacking up.
  • Step 10 return to the first step, enter the initial state, and repeat the construction work.

Abstract

本发明涉及一种建筑竖向模板悬挂整拼整提的施工设备及方法，其施工设备用于安装在造楼机的钢平台上，包括工字钢吊头、工字钢、滑轮吊点、花篮螺栓、吊杆和U形卡环，所述工字钢通过工字钢吊头布置于钢平台任意位置，所述滑轮吊点设置在工字钢上，所述滑轮吊点通过花篮螺栓与吊杆连接，所述U形卡环设置在吊杆的末端，所述U形卡环用于连接竖向模板。本发明先进行竖向墙体的钢筋绑扎与浇筑，竖向墙体模板退模后随钢平台提升，再进行梁板的浇筑。其中吊模板系统布置灵活，适用于各种结构与层高，可使竖向模板退合模并随钢平台提升。使用本发明施工设备及方法，省去了原有的竖向模板散拆散拼、倒运的过程，起到降低工人劳动强度，缩短工期的作用。

Description

建筑竖向模板悬挂整拼整提的施工设备及方法 技术领域
本发明涉及建筑施工领域，更具体地说，涉及一种建筑竖向模板悬挂整拼整提的施工设备及方法。
 背景技术
目前的高层建筑施工工艺主要为传统工艺，即支设模板、绑扎竖向及水平钢筋后，进行砼的一次性浇筑。虽然传统工艺已较为成熟，但却无法绕过模板的散拆散拼，而使用传统工艺的施工工期中，模板拼拆倒运时间占较大比例。从缩短施工工期，提高施工效率及降低工人劳动强度的角度出发，模板的拼拆、倒运工序就需要简化甚至取消。
 技术解决方案
本发明要解决的技术问题在于，提供一种建筑竖向模板悬挂整拼整提的施工设备及方法，能够减少竖向模板用工和施工工期。
本发明解决其技术问题所采用的技术方案是：构造一种建筑竖向模板悬挂整拼整提的施工设备，用于安装在造楼机的钢平台上，包括工字钢吊头、工字钢、滑轮吊点、花篮螺栓、吊杆和U形卡环，所述工字钢通过工字钢吊头布置于钢平台任意位置，所述滑轮吊点设置在工字钢上，所述滑轮吊点通过花篮螺栓与吊杆连接，所述U形卡环设置在吊杆的末端，所述U形卡环用于连接竖向模板。
上述方案中，所述吊杆为长度可调的吊杆。
上述方案中，所述工字钢吊头通过夹板和螺栓的固定在钢平台的贝雷架下弦，工字钢的上翼板穿过两个工字钢吊头实现悬挂，所述工字钢可在两个工字钢吊头间移动。
上述方案中，所述工字钢两端设有限位螺栓。
上述方案中，设置在所述竖向模板旁的水平模板内设有预留洞口，预留洞口内设有可伸缩角模。
上述方案中，在竖向墙体浇筑前，用定位撑对预留洞口位置作支撑固定，定位撑一端通过插销与竖向模板固定，另一端设有抵住水平模板的挡板。
本发明还提供了一种所述建筑竖向模板悬挂整拼整提的施工设备的施工方法，竖向模板与吊杆通过滑轮吊点实现在工字钢上的移动，实现竖向模板退合模，首层竖向模板合模后进行竖向墙体的钢筋绑扎与浇筑，所有竖向墙体的内外模板退模后随钢平台提升，进行上一层竖向墙体的钢筋绑扎与浇筑。
 有益效果
实施本发明的建筑竖向模板悬挂整拼整提的施工设备及方法，具有以下有益效果：
本发明先进行竖向墙体的钢筋绑扎与浇筑，竖向墙体模板退模后随钢平台提升，再进行梁板的浇筑。其中吊模板系统布置灵活，适用于各种结构与层高，吊模板系统可使竖向模板退合模并随钢平台提升。使用本发明施工设备及方法，省去了原有的竖向模板散拆散拼、倒运的过程，起到降低工人劳动强度，缩短工期的作用。
 附图说明
下面将结合附图及实施例对本发明作进一步说明，附图中：
图1是本发明建筑竖向模板悬挂整拼整提的施工设备的主视图；
图2是本发明建筑竖向模板悬挂整拼整提的施工设备的侧视图；
图3是本发明建筑竖向模板悬挂整拼整提的施工设备的施工示意图；
图4是预留洞口的示意图；
图5-图13是本发明建筑竖向模板悬挂整拼整提的施工方法流程图。
 本发明的实施方式
为了对本发明的技术特征、目的和效果有更加清楚的理解，现对照附图详细说明本发明的具体实施方式。
如图1-4所示，本发明建筑竖向模板8悬挂整拼整提的施工设备，用于安装在造楼机的钢平台1上，其包括吊模板系统，吊模板系统包括工字钢吊头2、工字钢3、滑轮吊点4、花篮螺栓5、吊杆6和U形卡环7。工字钢3通过工字钢吊头2布置于钢平台1任意位置，滑轮吊点4设置在工字钢3上，滑轮吊点4通过花篮螺栓5与吊杆6连接，U形卡环7设置在吊杆6的末端，U形卡环7用于连接竖向模板8。
本实施例中的造楼机可以选用中国专利CN111219055A所述的造楼机。造楼机的顶部平台为竖向模板8悬挂所需的吊模板系统提供安装位置，同时造楼机自顶升可带动竖向模板8同步提升，实现竖向模板8脱离作业层且稳定悬挂。吊模板系统具有较高的适应性。吊模板系统可安装在贝雷架钢平台1下弦任意位置，且工字钢3可在两个吊头2间移动以改变工字钢3的悬挑长度，可到达各个竖向模板8位置。竖向模板8可依靠吊模板系统实现模板的合模与退模。在工字钢3上为滑轮吊点4预留一个退模合模的行程，竖向结构砼浇筑后，将竖向模板8退出后提升，下一层竖向结构钢筋绑扎后再将竖向模板8推回合模。
工字钢吊头2以夹板加螺栓的形式固定在贝雷架下弦；工字钢3上翼板穿过两个工字钢吊头2实现悬挂。工字钢3可在两个吊头2间移动，工字钢3两端有螺栓限位防止脱落。滑轮吊头2安装在工字钢3下翼板且可在工字钢3下翼板滑动；花篮螺栓5带可调节吊杆6安装在滑轮吊头2上；最后安装U形卡环7作连接吊杆6与竖向模板8用。
因前期竖向模板8及水平模板9均支设，而竖向模板8需在第一次浇筑后提升，故对竖向模板8旁的水平模板9进行预留洞口10设计。预留洞口10位置设可伸缩角模11，这样设置方便模板的退模与提升。预留洞口10可实现竖向模板8的正常退模和提升，待竖向模板8提升后，进行一次补板，避免影响梁板的砼浇筑。
在竖向墙体13浇筑前，用3-4个定位撑12对预留洞口10位置作支撑固定，防止竖向模板8在竖向墙体13砼浇筑时发生胀模。定位撑12一端开孔用插销与竖向墙模孔连接固定，一端设挡板抵住水平模板9，定位撑12孔与挡板间距为预留洞口10（二次补板）宽度。
本发明还提供了一种上述施工设备的施工方法，具体为：竖向模板8与吊杆6通过滑轮吊点4实现在工字钢3上的移动，实现竖向模板8退合模，首层竖向模板8合模后进行竖向墙体13的钢筋绑扎与浇筑，所有竖向墙体13的内外模板退模后随钢平台1提升，进行上一层竖向墙体13的钢筋绑扎与浇筑。
具体实施过程参见附图5-13，依靠轻型造楼机在作业层上构造出的贝雷架钢平台，实现施工工期为4天/层，以下仅对关键工作工序进行描述：
第1步，初始状态：模架顶升完毕。
第2步，模板合模、叠合板吊装：进行n层梁板角部合模叠合板吊装，n层竖向外侧模板合模。
第3步，水平钢筋绑扎：进行n层梁板钢筋绑扎及管线埋设，n层吊模安装及梁板模板加固。
第4步，隐蔽验收、水平砼浇筑：进行n层梁板面层钢筋绑扎及隐蔽验收，然后浇筑n层梁板混凝土。
第5步，竖向钢筋绑扎，梁板拆模：进行n层竖向墙体绑扎，n-3层梁板模板拆除、倒运，n层放线定位、材料准备等。
第6步，竖向墙体合模，梁板支模：进行n层墙体合模、校准，n+1层梁板支模。
第7步，墙体砼浇筑：进行n层墙体砼浇筑，n+1层梁板支模。
第8步，墙体模板拆模：进行n+1层梁板支模，n层墙体拆模。
第9步，造楼机顶升：进行n+1层梁板支模，造楼机顶升。
第10步，返回第一步，进入初始状态，循环往复施工作业。
上面结合附图对本发明的实施例进行了描述，但是本发明并不局限于上述的具体实施方式，上述的具体实施方式仅仅是示意性的，而不是限制性的，本领域的普通技术人员在本发明的启示下，在不脱离本发明宗旨和权利要求所保护的范围情况下，还可做出很多形式，这些均属于本发明的保护之内。

Claims (7)

  1. 一种建筑竖向模板悬挂整拼整提的施工设备，用于安装在造楼机的钢平台上，其特征在于，包括工字钢吊头、工字钢、滑轮吊点、花篮螺栓、吊杆和U形卡环，所述工字钢通过工字钢吊头布置于钢平台任意位置，所述滑轮吊点设置在工字钢上，所述滑轮吊点通过花篮螺栓与吊杆连接，所述U形卡环设置在吊杆的末端，所述U形卡环用于连接竖向模板。
  2. 根据权利要求1所述的建筑竖向模板悬挂整拼整提的施工设备，其特征在于，所述吊杆为长度可调的吊杆。
  3. 根据权利要求1所述的建筑竖向模板悬挂整拼整提的施工设备，其特征在于，所述工字钢吊头通过夹板和螺栓的固定在钢平台的贝雷架下弦，工字钢的上翼板穿过两个工字钢吊头实现悬挂，所述工字钢可在两个工字钢吊头间移动。
  4. 根据权利要求3所述的建筑竖向模板悬挂整拼整提的施工设备，其特征在于，所述工字钢两端设有限位螺栓。
  5. 根据权利要求1所述的建筑竖向模板悬挂整拼整提的施工设备，其特征在于，设置在所述竖向模板旁的水平模板内设有预留洞口，预留洞口内设有可伸缩角模。
  6. 根据权利要求5所述的建筑竖向模板悬挂整拼整提的施工设备，其特征在于，在竖向墙体浇筑前，用定位撑对预留洞口位置作支撑固定，定位撑一端通过插销与竖向模板固定，另一端设有抵住水平模板的挡板。
  7. 一种权利要求1所述建筑竖向模板悬挂整拼整提的施工设备的施工方法，其特征在于，竖向模板与吊杆通过滑轮吊点实现在工字钢上的移动，实现竖向模板退合模，首层竖向模板合模后进行竖向墙体的钢筋绑扎与浇筑，所有竖向墙体的内外模板退模后随钢平台提升，进行上一层竖向墙体的钢筋绑扎与浇筑。
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116025153A (zh) * 2023-02-17 2023-04-28 中国十七冶集团有限公司 一种柱模板留置清槽口的处理方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113235913A (zh) * 2021-05-13 2021-08-10 中建三局第三建设工程有限责任公司 建筑竖向模板悬挂整拼整提的施工设备及方法

Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB453924A (en) * 1935-04-01 1936-09-21 Harold George Dyke Improvements relating to formwork for concrete construction
GB800301A (en) * 1954-11-20 1958-08-27 Chester Irving Williams Improvements in or relating to a method of building a concrete structure by the pouring of successive lifts af concrete
DE29911524U1 (de) * 1999-07-06 2001-01-04 Heinzle Otto Arbeitsgerüst zum Bau runder Türme aus Stahlbeton
JP2004011110A (ja) * 2002-06-03 2004-01-15 Shiba Kensetsu Kk コンクリート構造物における型枠の施工方法及び型枠・支柱の吊上げ方法
KR20080099685A (ko) * 2007-05-10 2008-11-13 김지욱 건축 장치 및 방법
CN101575911A (zh) * 2009-05-27 2009-11-11 上海市第一建筑有限公司 逆作降模模板系统及施工方法
CN103654610A (zh) * 2012-09-02 2014-03-26 江苏雄宇重工科技股份有限公司 轨道式悬挂吊篮
CN104141383A (zh) * 2014-07-16 2014-11-12 北京万兴建筑集团有限公司 一种贝雷梁悬吊模板支撑体系及其施工工法
CN206233542U (zh) * 2016-10-10 2017-06-09 中国建筑第八工程局有限公司 一种用于顶升施工平台的吊模装置
CN111219055A (zh) * 2019-12-29 2020-06-02 中建三局第三建设工程有限责任公司 轻型可周转高效施工造楼设备及其施工方法
CN210737607U (zh) * 2019-07-22 2020-06-12 中建三局集团有限公司 一种用于逆作法梁板施工的悬挂支撑体系
CN212176541U (zh) * 2019-12-29 2020-12-18 中建三局第三建设工程有限责任公司 轻型可周转高效施工造楼设备
CN212957618U (zh) * 2020-06-28 2021-04-13 浙江铠甲建筑科技有限公司 爬升模板悬挂滑动装置
CN112681724A (zh) * 2020-12-21 2021-04-20 中交第四公路工程局有限公司 一种高大空间型钢-混凝土结构屋盖施工模板体系及方法
CN113235913A (zh) * 2021-05-13 2021-08-10 中建三局第三建设工程有限责任公司 建筑竖向模板悬挂整拼整提的施工设备及方法
CN215717173U (zh) * 2021-05-13 2022-02-01 中建三局第三建设工程有限责任公司 建筑竖向模板悬挂整拼整提的施工设备

Patent Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB453924A (en) * 1935-04-01 1936-09-21 Harold George Dyke Improvements relating to formwork for concrete construction
GB800301A (en) * 1954-11-20 1958-08-27 Chester Irving Williams Improvements in or relating to a method of building a concrete structure by the pouring of successive lifts af concrete
DE29911524U1 (de) * 1999-07-06 2001-01-04 Heinzle Otto Arbeitsgerüst zum Bau runder Türme aus Stahlbeton
JP2004011110A (ja) * 2002-06-03 2004-01-15 Shiba Kensetsu Kk コンクリート構造物における型枠の施工方法及び型枠・支柱の吊上げ方法
KR20080099685A (ko) * 2007-05-10 2008-11-13 김지욱 건축 장치 및 방법
CN101575911A (zh) * 2009-05-27 2009-11-11 上海市第一建筑有限公司 逆作降模模板系统及施工方法
CN103654610A (zh) * 2012-09-02 2014-03-26 江苏雄宇重工科技股份有限公司 轨道式悬挂吊篮
CN104141383A (zh) * 2014-07-16 2014-11-12 北京万兴建筑集团有限公司 一种贝雷梁悬吊模板支撑体系及其施工工法
CN206233542U (zh) * 2016-10-10 2017-06-09 中国建筑第八工程局有限公司 一种用于顶升施工平台的吊模装置
CN210737607U (zh) * 2019-07-22 2020-06-12 中建三局集团有限公司 一种用于逆作法梁板施工的悬挂支撑体系
CN111219055A (zh) * 2019-12-29 2020-06-02 中建三局第三建设工程有限责任公司 轻型可周转高效施工造楼设备及其施工方法
CN212176541U (zh) * 2019-12-29 2020-12-18 中建三局第三建设工程有限责任公司 轻型可周转高效施工造楼设备
CN212957618U (zh) * 2020-06-28 2021-04-13 浙江铠甲建筑科技有限公司 爬升模板悬挂滑动装置
CN112681724A (zh) * 2020-12-21 2021-04-20 中交第四公路工程局有限公司 一种高大空间型钢-混凝土结构屋盖施工模板体系及方法
CN113235913A (zh) * 2021-05-13 2021-08-10 中建三局第三建设工程有限责任公司 建筑竖向模板悬挂整拼整提的施工设备及方法
CN215717173U (zh) * 2021-05-13 2022-02-01 中建三局第三建设工程有限责任公司 建筑竖向模板悬挂整拼整提的施工设备

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116025153A (zh) * 2023-02-17 2023-04-28 中国十七冶集团有限公司 一种柱模板留置清槽口的处理方法

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