CN110820569A - Liftable suspension platform device for rollover construction and working method thereof - Google Patents

Liftable suspension platform device for rollover construction and working method thereof Download PDF

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CN110820569A
CN110820569A CN201911032919.8A CN201911032919A CN110820569A CN 110820569 A CN110820569 A CN 110820569A CN 201911032919 A CN201911032919 A CN 201911032919A CN 110820569 A CN110820569 A CN 110820569A
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platform
formwork
template
lifting
unit
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CN110820569B (en
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夏烨
彭佳伟
马海英
石雪飞
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Tongji University
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
    • E04G3/32Hoisting devices; Safety devices
    • 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明涉及一种用于翻模施工的可提升悬吊平台装置及其工作方法,该装置包括:模板单元,由从下到上依次布置的下部锚固模板、自由模板和上部锚固模板组成;模架,设置于模板单元外,用于支撑模板单元;提升平台单元,具有固定在下部锚固模板外的模架上的提升平台手拉葫芦;自提升单元,具有固定在上部锚固模板外的模架上的自提升手拉葫芦;操作平台,由钢支架和设置于钢支架上的平台板组成;所述的提升平台手拉葫芦和自提升手拉葫芦在翻模过程中交替与操作平台连接,使操作平台不断提升。与现有技术相比,本发明具有造价较低、便于拆卸、解放吊装机具使用时间、保证施工人员安全等优点。

Figure 201911032919

The invention relates to a hoistable suspension platform device for mold-turning construction and a working method thereof. The device comprises: a template unit, which is composed of a lower anchor template, a free template and an upper anchor template arranged in sequence from bottom to top; The frame is arranged outside the formwork unit to support the formwork unit; the lifting platform unit has a lifting platform chain hoist fixed on the formwork outside the lower anchoring formwork; the self-lifting unit has a formwork fixed outside the upper anchoring formwork The self-elevating chain hoist on the steel bracket; the operating platform is composed of a steel bracket and a platform plate arranged on the steel bracket; The operating platform has been continuously improved. Compared with the prior art, the present invention has the advantages of lower cost, easy disassembly, liberation of the use time of the hoisting equipment, and guarantee of the safety of construction personnel.

Figure 201911032919

Description

一种用于翻模施工的可提升悬吊平台装置及其工作方法A hoistable suspension platform device for mold-turning construction and its working method

技术领域technical field

本发明涉及土木工程施工技术领域,尤其是涉及一种用于翻模施工的可提升悬吊平台装置及其工作方法。The invention relates to the technical field of civil engineering construction, in particular to a hoistable suspension platform device used for mold-turning construction and a working method thereof.

背景技术Background technique

在桥墩、桥塔等高耸结构的混凝土浇筑过程中,对于大体积混凝土通过分阶段浇筑进行施工操作,在混凝土浇筑的过程中需要用到模板来使混凝土定型,在选用模板过程中对于单墩或者多墩经常采用翻模技术进行混凝土的浇筑,模板可以进行循环使用。该方法具有造价低,较为灵活,没有导轨,安装与拆卸较为方便的特点而广为使用。In the concrete pouring process of high-rise structures such as bridge piers and bridge towers, the construction operation is carried out by staged pouring for large volumes of concrete. In the process of concrete pouring, a formwork needs to be used to shape the concrete. Multi-piers are often poured with the technology of turning over the formwork, and the formwork can be recycled. The method has the characteristics of low cost, more flexibility, no guide rail, and more convenient installation and disassembly, and is widely used.

在混凝土节段浇筑过程中,对于新老混凝土交界部位需要通过人工修饰进行混凝土的粉刷、装饰和注浆操作来保证混凝土的性能。在常规操作中,对于外部粉刷、装饰、注浆操作采用吊机进行悬吊施工。通过一架吊机悬吊工作平台,下部有工人用两根钢丝绳进行工作平台的稳定和固定,让工人在工作平台上较为稳定的进行工作。该方法在施工中虽然具有操作简单,便于拆卸等优点,但是在操作过程中具有很大安全隐患,对于抗风和安全性的保障不是较高,同时在吊装的过程中吊机可能会碰到模架的施工平台,吊机的操作不太方便。同时采用该方法进行粉刷、装饰、注浆操作时占用吊装机具时间较长,降低了施工机具的效率,增加了吊机的工作量。在操作过程中由于结构的不稳定会有施工平台掉落物体,增加下方施工人员的受伤的风险。In the process of concrete segmental pouring, the junction of new and old concrete needs to be manually modified to perform concrete painting, decoration and grouting operations to ensure the performance of concrete. In conventional operations, hoists are used for suspension construction for exterior painting, decoration, and grouting operations. The working platform is suspended by a crane, and the lower part has two steel wire ropes for workers to stabilize and fix the working platform, so that the workers can work more stably on the working platform. Although this method has the advantages of simple operation and easy disassembly during construction, it has great hidden dangers in the operation process, and the guarantee for wind resistance and safety is not high. At the same time, during the lifting process, the crane may encounter The construction platform of the formwork, the operation of the crane is not very convenient. At the same time, when the method is used for painting, decoration and grouting operations, it takes a long time for hoisting equipment, which reduces the efficiency of the construction equipment and increases the workload of the hoist. During the operation, due to the instability of the structure, objects may fall from the construction platform, increasing the risk of injury to the construction workers below.

发明内容SUMMARY OF THE INVENTION

本发明的目的就是为了克服上述现有技术存在的缺陷而提供一种具有操作简单、不影响翻模进程、造价低、提高机具效率的优点的用于翻模施工的可提升悬吊平台装置及其工作方法。该装置能够在施工过程中保证结构稳定性、具有自提升性能、能减少吊机的使用量、具有一定的保护结构。The purpose of the present invention is to overcome the above-mentioned defects of the prior art and provide a liftable suspension platform device for mold-turning construction, which has the advantages of simple operation, no influence on the mold-turning process, low cost, and improved machine efficiency. its working method. The device can ensure structural stability during construction, has self-lifting performance, can reduce the usage of cranes, and has a certain protective structure.

本发明的目的可以通过以下技术方案来实现:The object of the present invention can be realized through the following technical solutions:

本发明提供一种用于翻模施工的可提升悬吊平台装置,包括:The present invention provides a hoistable suspension platform device for mold-turning construction, comprising:

模板单元,由从下到上依次布置的下部锚固模板、自由模板和上部锚固模板组成,The formwork unit consists of the lower anchoring formwork, the free formwork and the upper anchoring formwork arranged in sequence from bottom to top,

模架,设置于模板单元外,用于支撑模板单元,The formwork is arranged outside the formwork unit and is used to support the formwork unit,

提升平台单元,具有固定在下部锚固模板外的模架上的提升平台手拉葫芦,Lifting platform unit with lifting platform chain hoist fixed to the formwork outside the lower anchoring formwork,

自提升单元,具有固定在上部锚固模板外的模架上的自提升手拉葫芦,Self-lifting unit with self-lifting chain hoists fixed to the formwork outside the upper anchoring formwork,

操作平台,由钢支架和设置于钢支架上的平台板组成,The operating platform consists of a steel bracket and a platform plate set on the steel bracket.

所述的提升平台手拉葫芦和自提升手拉葫芦在翻模过程中交替与操作平台连接,使操作平台不断提升;The lifting platform chain hoist and the self-lifting chain hoist are alternately connected to the operating platform during the mold turning process, so that the operating platform is continuously elevated;

翻模时,通过将自由模板和下部锚固模板拆除并依次置于上部锚固模板的上方,组成新的模板单元。When the mold is turned over, a new formwork unit is formed by removing the free formwork and the lower anchoring formwork and placing them on the upper anchoring formwork in turn.

作为本发明优选的技术方案,所述的下部锚固模板和上部锚固模板分别通过支撑杆与混凝土相连,并分别通过围圈和螺栓进行环向连接。As a preferred technical solution of the present invention, the lower anchoring formwork and the upper anchoring formwork are respectively connected to the concrete through support rods, and are connected in a circumferential direction through a ring and bolts respectively.

作为本发明优选的技术方案,所述的自由模板通过围圈和螺栓相连以进行环向约束,并通过螺栓与下部锚固模板和上部锚固模板相连以进行纵向约束。As a preferred technical solution of the present invention, the free formwork is connected by a ring and bolts for circumferential restraint, and is connected with the lower anchor formwork and the upper anchor formwork by bolts for longitudinal restraint.

作为本发明优选的技术方案,模架之间采用围圈和螺栓进行环向连接,并通过支撑杆锚固在上一层浇筑的混凝土中。As a preferred technical solution of the present invention, the formwork is connected in a circumferential direction with a ring and bolts, and is anchored in the concrete poured on the upper floor through a support rod.

作为本发明优选的技术方案,所述的提升平台手拉葫芦设有两个,分别位于下部锚固模板一个侧面的两端处。As a preferred technical solution of the present invention, there are two chain hoists for the lifting platform, which are respectively located at both ends of one side surface of the lower anchoring formwork.

作为本发明优选的技术方案,所述的自提升手拉葫芦设有两个,分别位于上部锚固模板一个侧面的两端处。As a preferred technical solution of the present invention, there are two self-lifting chain hoists, which are respectively located at both ends of one side surface of the upper anchoring formwork.

作为本发明优选的技术方案,通过将平台板搭设于钢支架上,组成操作平台,平台板和钢支架之间通过绑扎连接,钢支架通过钢丝绳与提升平台手拉葫芦或自提升手拉葫芦连接。As a preferred technical solution of the present invention, an operation platform is formed by erecting a platform plate on a steel bracket, the platform plate and the steel bracket are connected by binding, and the steel bracket is connected to the lifting platform chain hoist or self-lifting chain hoist through a wire rope .

本发明还提供一种用于翻模施工的可提升悬吊平台装置的工作方法,包括以下步骤:The present invention also provides a working method of the hoistable suspension platform device used for mold-turning construction, comprising the following steps:

将操作平台连接在模板单元的上部锚固模板的自提升手拉葫芦上,并将操作平台与下部锚固模板的提升平台手拉葫芦脱离连接;然后将自由模板和下部锚固模板拆除并通过吊装依次置于上部锚固模板的上方,组成新的模板单元,从而进行翻模;将操作平台提升至新露出的混凝土部分,对混凝土进行作业。Connect the operating platform to the self-lifting chain hoist of the upper anchoring formwork of the formwork unit, and disconnect the operating platform from the lifting platform chain hoist of the lower anchoring formwork; then remove the free formwork and the lower anchoring formwork and install them in turn by hoisting. Above the upper anchoring formwork, a new formwork unit is formed, so that the formwork can be overturned; the operating platform is lifted to the newly exposed concrete part, and the concrete is operated.

优选地,对混凝土进行的作业包括粉刷、装饰及注浆等操作。Preferably, the operations performed on the concrete include painting, decoration and grouting operations.

优选地,所述的吊装通过履带式吊机或者塔式起重机进行。Preferably, the hoisting is performed by a crawler crane or a tower crane.

与现有技术相比,本发明的可提升悬吊平台装置具有操作简单、不影响翻模进程、造价低、提高机具效率的优点,能够在施工过程中保证结构稳定性、具有自提升性能、能减少吊机的使用量、具有一定的保护结构。Compared with the prior art, the hoistable suspension platform device of the present invention has the advantages of simple operation, no influence on the process of turning the mold, low cost, and improved efficiency of the machine tool, can ensure the structural stability during the construction process, has self-lifting performance, It can reduce the usage of cranes and has a certain protection structure.

附图说明Description of drawings

图1为本发明的可提升悬吊平台装置的侧立面示意图;Fig. 1 is the side elevation schematic diagram of the hoistable suspension platform device of the present invention;

图2为本发明的可提升悬吊平台装置的正立面示意图。2 is a schematic front elevational view of the hoistable suspended platform device of the present invention.

图中,101为下部锚固模板,102为上部锚固模板,2为自由模板,3为模架,4为支撑杆,5为围圈,6为螺栓,7为提升平台手拉葫芦,8为钢丝绳,9为钢支架,10为平台板,11为自提升手拉葫芦。In the figure, 101 is the lower anchoring formwork, 102 is the upper anchoring formwork, 2 is the free formwork, 3 is the formwork, 4 is the support rod, 5 is the ring, 6 is the bolt, 7 is the lifting platform chain hoist, and 8 is the wire rope , 9 is a steel bracket, 10 is a platform plate, and 11 is a self-lifting chain hoist.

具体实施方式Detailed ways

下面结合附图和具体实施例对本发明进行详细说明。The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.

实施例1Example 1

一种用于翻模施工的可提升悬吊平台装置,如图1~2所示,包括模板单元、模架3、提升平台单元、自提升单元和操作平台,其中:模板单元由从下到上依次布置的下部锚固模板101、自由模板2和上部锚固模板102组成;模架3设置于模板单元外,用于支撑模板单元;提升平台单元具有固定在下部锚固模板101外的模架3上的提升平台手拉葫芦7;自提升单元具有固定在上部锚固模板102外的模架3上的自提升手拉葫芦11;操作平台由钢支架9和设置于钢支架9上的平台板10(优选木质平台)组成;A liftable suspended platform device for mold-turning construction, as shown in Figures 1-2, includes a formwork unit, a formwork 3, a lifting platform unit, a self-lifting unit and an operating platform, wherein: the formwork unit is from bottom to The lower anchoring formwork 101, the free formwork 2 and the upper anchoring formwork 102 are arranged in sequence; the formwork 3 is arranged outside the formwork unit to support the formwork unit; the lifting platform unit has the formwork 3 fixed on the outside of the lower anchoring formwork 101 The lifting platform chain hoist 7; the self-lifting unit has a self-lifting chain hoist 11 fixed on the formwork 3 outside the upper anchoring template 102; the operating platform is composed of a steel bracket 9 and a platform plate 10 ( Preferably wooden platform) composition;

提升平台手拉葫芦7和自提升手拉葫芦11在翻模过程中交替与操作平台连接,使操作平台不断提升;翻模时,通过将自由模板2和下部锚固模板101拆除并依次置于上部锚固模板102的上方,组成新的模板单元(之前的上部锚固模板102在新的模板单元中作为下部锚固模板101,之前的自由模板2在新的模板单元中依然为自由模板2,之前的下部锚固模板101在新的模板单元中作为上部锚固模板102,之前的提升平台手拉葫芦7在新的模板单元中作为自提升手拉葫芦11,之前的自提升手拉葫芦11在新的模板单元中作为提升平台手拉葫芦7)。The lifting platform chain hoist 7 and the self-lifting chain hoist 11 are alternately connected to the operating platform during the mold turning process, so that the operating platform is continuously raised; when the mold is turned over, the free formwork 2 and the lower anchoring formwork 101 are removed and placed on the upper part in turn. Above the anchor formwork 102, a new formwork unit is formed (the previous upper anchor formwork 102 is used as the lower anchor formwork 101 in the new formwork unit, the previous free formwork 2 is still the free formwork 2 in the new formwork unit, and the previous lower Anchoring formwork 101 in the new formwork unit as an upper anchoring formwork 102, the previous lift platform chain hoist 7 in the new formwork unit as a self-lifting chain hoist 11, the previous self-lifting chain hoist 11 in the new formwork unit Middle as a lifting platform chain hoist 7).

本实施例中,优选下部锚固模板101和上部锚固模板102分别通过支撑杆4与混凝土相连,并分别通过围圈5和螺栓6进行环向连接。优选自由模板2通过围圈5和螺栓6相连以进行环向约束,并通过螺栓6与下部锚固模板101和上部锚固模板102相连以进行纵向约束,使得自由模板2和两个锚固模板形成一体共同受力。优选模架3之间采用围圈5和螺栓6进行环向连接,并通过支撑杆4锚固在上一层浇筑的混凝土中。同一层的模板通过围圈5和螺栓6进行环向连接以保证可以承受混凝土倾倒时产生的侧向力,防止模板的倾覆。本实施例中优选提升平台手拉葫芦7设有两个,分别位于下部锚固模板101一个侧面的两端处。并优选自提升手拉葫芦11设有两个,分别位于上部锚固模板102一个侧面的两端处,如图2所示。本实施例中,通过将平台板10搭设于钢支架9上,组成操作平台,平台板10和钢支架9之间通过绑扎连接,钢支架9通过钢丝绳8与提升平台手拉葫芦7或自提升手拉葫芦11连接。In this embodiment, it is preferable that the lower anchoring formwork 101 and the upper anchoring formwork 102 are connected to the concrete through the support rods 4 respectively, and are connected circumferentially through the ring 5 and the bolts 6 respectively. Preferably, the free formwork 2 is connected with the ring 5 and the bolts 6 for circumferential restraint, and is connected with the lower anchor formwork 101 and the upper anchor formwork 102 by the bolts 6 for longitudinal restraint, so that the free formwork 2 and the two anchor formwork form an integral common Force. Preferably, the formwork 3 is connected in a circumferential direction with a ring 5 and a bolt 6, and is anchored in the concrete poured on the upper layer through the support rod 4. The formwork of the same layer is connected in a circumferential direction through the ring 5 and the bolt 6 to ensure that it can withstand the lateral force generated when the concrete is poured, and prevent the formwork from overturning. In this embodiment, preferably, there are two chain hoists 7 for the lifting platform, which are respectively located at both ends of one side surface of the lower anchoring formwork 101 . And preferably, there are two self-lifting chain hoists 11 , which are respectively located at two ends of one side surface of the upper anchoring formwork 102 , as shown in FIG. 2 . In this embodiment, the platform plate 10 is erected on the steel bracket 9 to form an operation platform, the platform plate 10 and the steel bracket 9 are connected by binding, and the steel bracket 9 is connected to the lifting platform hand hoist 7 or self-lifting through the wire rope 8 Chain hoist 11 is connected.

上述用于翻模施工的可提升悬吊平台装置的工作方法,包括以下步骤:The working method of the above-mentioned liftable suspension platform device for overturning construction includes the following steps:

将操作平台连接在模板单元的上部锚固模板102的自提升手拉葫芦11上,并将操作平台与下部锚固模板101的提升平台手拉葫芦7脱离连接(若操作平台与提升平台手拉葫芦7有连接,则在自提升手拉葫芦11与操作平台连接后,释放操作平台与提升平台手拉葫芦7的连接);然后将自由模板2和下部锚固模板101拆除并通过吊装依次置于上部锚固模板102的上方,组成新的模板单元(之前的上部锚固模板102在新的模板单元中作为下部锚固模板101,之前的自由模板2在新的模板单元中依然为自由模板2,之前的下部锚固模板101在新的模板单元中作为上部锚固模板102,之前的提升平台手拉葫芦7在新的模板单元中作为自提升手拉葫芦11,之前的自提升手拉葫芦11在新的模板单元中作为提升平台手拉葫芦7),从而进行翻模;(利用新的模板单元中的提升平台手拉葫芦7——即之前的自提升手拉葫芦11)将操作平台提升至新露出的混凝土部分,对混凝土进行作业。对混凝土进行的作业包括粉刷、装饰及注浆等操作。Connect the operating platform to the self-lifting chain hoist 11 of the upper anchoring template 102 of the formwork unit, and disconnect the operating platform from the lifting platform chain hoist 7 of the lower anchoring template 101 (if the operating platform and the lifting platform chain hoist 7 If there is a connection, after the self-lifting chain hoist 11 is connected with the operating platform, release the connection between the operating platform and the lifting platform hand chain hoist 7); then remove the free formwork 2 and the lower anchoring formwork 101 and place them on the upper anchorage in turn by hoisting Above the formwork 102, a new formwork unit is formed (the previous upper anchor formwork 102 is used as the lower anchor formwork 101 in the new formwork unit, the previous free formwork 2 is still the free formwork 2 in the new formwork unit, and the previous lower anchorage formwork 2. Formwork 101 in the new formwork unit as upper anchor formwork 102, the previous lift platform chain hoist 7 in the new formwork unit as a self-lifting chain hoist 11, the previous self-lifting chain hoist 11 in the new formwork unit As the lifting platform chain hoist 7), so as to carry out the mold reversal; (using the lifting platform chain hoist 7 in the new formwork unit - that is, the previous self-lifting chain hoist 11), the operating platform is lifted to the newly exposed concrete part , work on concrete. Operations on concrete include painting, decoration and grouting.

进一步地,吊装通过履带式吊机或者塔式起重机进行。翻模过程中,先将下部固定模板101和自由模板2进行拆卸,并翻到上部(即原上部固定模板102的上方),然后对模板与插入混凝土中的支撑杆4进行固定。等模板翻到上部后,安装螺栓6、围圈5等进行固定。Further, the hoisting is performed by a crawler crane or a tower crane. During the mold-turning process, the lower fixed formwork 101 and the free formwork 2 are disassembled first, and turned to the upper part (ie above the original upper fixed formwork 102 ), and then the formwork and the support rod 4 inserted into the concrete are fixed. After the template is turned to the upper part, the installation bolts 6, the ring 5, etc. are fixed.

上述对实施例的描述是为便于该技术领域的普通技术人员能理解和使用发明。熟悉本领域技术的人员显然可以容易地对这些实施例做出各种修改,并把在此说明的一般原理应用到其他实施例中而不必经过创造性的劳动。因此,本发明不限于上述实施例,本领域技术人员根据本发明的揭示,不脱离本发明范畴所做出的改进和修改都应该在本发明的保护范围之内。The foregoing description of the embodiments is provided to facilitate understanding and use of the invention by those of ordinary skill in the art. It will be apparent to those skilled in the art that various modifications to these embodiments can be readily made, and the generic principles described herein can be applied to other embodiments without inventive step. Therefore, the present invention is not limited to the above-mentioned embodiments, and improvements and modifications made by those skilled in the art according to the disclosure of the present invention without departing from the scope of the present invention should all fall within the protection scope of the present invention.

Claims (8)

1. A liftable suspended platform device for rollover construction, comprising:
the template unit consists of a lower anchoring template (101), a free template (2) and an upper anchoring template (102) which are sequentially arranged from bottom to top,
a mould frame (3) arranged outside the template unit and used for supporting the template unit,
a lifting platform unit which is provided with a lifting platform chain block (7) fixed on the die carrier (3) outside the lower anchoring template (101),
a self-lifting unit which is provided with a self-lifting hand chain block (11) fixed on the die carrier (3) outside the upper anchoring template (102),
the operation platform consists of a steel bracket (9) and a platform plate (10) arranged on the steel bracket (9),
the lifting platform chain block (7) and the self-lifting chain block (11) are alternately connected with the operating platform in the mould overturning process, so that the operating platform is continuously lifted;
when the die is turned over, the free die plate (2) and the lower anchoring die plate (101) are detached and are sequentially arranged above the upper anchoring die plate (102) to form a new die plate unit.
2. A liftable suspension platform device for rollover construction according to claim 1, characterized in that the lower anchoring formworks (101) and the upper anchoring formworks (102) are respectively connected to the concrete by means of support rods (4) and are respectively connected in a circumferential direction by means of aprons (5) and bolts (6).
3. A liftable suspended platform device for rollover construction according to claim 1, characterized in that said free form (2) is connected by means of a surround (5) and bolts (6) for circumferential restraint and by means of bolts (6) to a lower anchor form (101) and an upper anchor form (102) for longitudinal restraint.
4. A liftable suspension platform device for rollover construction according to claim 1, characterized in that the formwork (3) is connected circumferentially by means of a surrounding ring (5) and bolts (6) and anchored in the concrete poured in the upper layer by means of support rods (4).
5. A liftable suspension platform device for rollover construction according to claim 1, wherein there are two lifting platform chain blocks (7) respectively located at both ends of one side of the lower anchoring formwork (101).
6. A liftable suspension platform device for rollover construction according to claim 1, wherein there are two self-lifting chain blocks (11) located at the two ends of one side of the upper anchoring formwork (102).
7. A liftable suspension platform device for rollover construction according to claim 1, characterized in that the operation platform is composed by erecting the platform board (10) on the steel support (9), the platform board (10) and the steel support (9) are connected by binding, and the steel support (9) is connected with the lifting platform chain block (7) or the self-lifting chain block (11) through the steel wire rope (8).
8. The method of operating a liftable suspended platform apparatus for rollover construction as recited in any of claims 1 to 7, comprising the steps of:
connecting an operating platform to a self-lifting chain block (11) of an upper anchoring template (102) of the template unit, and disconnecting the operating platform from a lifting platform chain block (7) of a lower anchoring template (101); then the free template (2) and the lower anchoring template (101) are dismantled and are sequentially arranged above the upper anchoring template (102) through hoisting to form a new template unit, so that the template overturning is carried out; and lifting the operating platform to the newly exposed concrete part to operate the concrete.
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