CN106639303B - Elevator dedicated hydraulic creeping formwork frame body - Google Patents
Elevator dedicated hydraulic creeping formwork frame body Download PDFInfo
- Publication number
- CN106639303B CN106639303B CN201611022346.7A CN201611022346A CN106639303B CN 106639303 B CN106639303 B CN 106639303B CN 201611022346 A CN201611022346 A CN 201611022346A CN 106639303 B CN106639303 B CN 106639303B
- Authority
- CN
- China
- Prior art keywords
- frame body
- section
- horizontal support
- chord member
- channel steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
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
Landscapes
- 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)
- Revetment (AREA)
Abstract
本发明涉及高层建筑施工爬模技术领域,公开了一种升降机专用的液压爬模架体。本发明包括上架体和下架体,上架体由上到下依次为顶层节、标准节和基础节,基础节位于爬模架体的主平台上,下架体由上到下依次为三角架、吊平台和下挂平台;顶层节、标准节、基础节、三角架、吊平台和下挂平台均包括封闭架体和位于封闭架体外侧的升降机导轨,封闭架体为由内弦杆、外弦杆和连接内弦杆与外弦杆的水平支撑结构围合而成,水平支撑结构为水平支撑杆或鱼尾型支撑结构,鱼尾型支撑结构包括水平支撑杆和对称设置在水平支撑杆两侧的斜撑杆;每节架体之间通过螺栓连接固定。本发明改变了结构架体,拓展了使用功能,可设置升降机,实现人货两用。
The invention relates to the technical field of climbing formwork for high-rise building construction, and discloses a hydraulic climbing formwork frame body dedicated to a lift. The present invention includes an upper frame body and a lower frame body, the upper frame body is a top section, a standard section and a base section in sequence from top to bottom, the base section is located on the main platform of the climbing formwork body, and the lower frame body is a tripod in sequence from top to bottom , hanging platform and lower hanging platform; top section, standard section, foundation section, tripod, hanging platform and lower hanging platform all include a closed frame body and an elevator guide rail located outside the closed frame body, and the closed frame body is composed of inner chords, The outer chord and the horizontal support structure connecting the inner chord and the outer chord are enclosed. The horizontal support structure is a horizontal support rod or a fishtail type support structure. The diagonal struts on both sides of the rod; each frame body is fixed by bolts. The invention changes the structural frame body, expands the use function, and can be equipped with a lift to realize the dual use of people and goods.
Description
技术领域technical field
本发明涉及高层建筑施工爬模技术领域,特别涉及一种升降机专用的液压爬模架体。The invention relates to the technical field of climbing formwork for high-rise building construction, in particular to a hydraulic climbing formwork frame body dedicated to a lift.
背景技术Background technique
液压爬升模板是一种技术先进的施工工艺,综合了大模板和滑升模板的优点,其主要特点是:吸收了支模工艺的按常规方法浇筑混凝土,施工操作简便,混凝土表面质量易于保证等优点,当新浇筑的混凝土脱模后,以油缸或千斤顶为动力,以导轨或支承杆为爬升轨道,将模板自行向上爬升一层;可以从基础底板或任意层开始组装和使用爬升模板;内外墙体和柱子都可以采用爬模,无需反复装拆模板;钢筋可以提前绑扎,也可随升随绑,操作方便安全。根据工程特点,可以爬升一层墙,浇筑一层楼板,也可以墙体连续爬模施工,楼板滞后施工;模板上可带有脱模器,确保模板顺利脱模而不粘模;爬模可节省模板堆放场地,施工现场文明,对于在城市中心施工场地狭窄的工程项目有明显的优越性;一项工程完成后,模板、架体及液压设备可继续在其他工程使用,周转次数多,模板摊销费用低,适合租赁和模板工程分包。Hydraulic climbing formwork is a technologically advanced construction technology, which combines the advantages of large formwork and sliding formwork. Advantages: When the newly poured concrete is demolded, the oil cylinder or jack is used as the power, and the guide rail or the support rod is used as the climbing track to climb the formwork up one level; the climbing formwork can be assembled and used from the base bottom plate or any layer; inside and outside Climbing formwork can be used for both the wall and the column, and there is no need to assemble and disassemble the formwork repeatedly; the steel bars can be tied in advance, or can be tied with the lifting, which is convenient and safe to operate. According to the characteristics of the project, it is possible to climb a layer of wall and pour a layer of floor slab, or it can be constructed by continuous climbing formwork on the wall, and the floor slab construction can be delayed; Save the formwork stacking site, the construction site is civilized, and has obvious advantages for projects with narrow construction sites in the city center; after a project is completed, the formwork, frame and hydraulic equipment can continue to be used in other projects. Low amortization cost, suitable for leasing and subcontracting of formwork works.
但是目前的液压爬模,为解决垂直交通问题,其内部设计均为爬梯形式,但是形成的空间狭窄,施工人员行动不便,操作难度增大,容易发生磕碰等问题,增加了安全隐患,且必要的货物无法通行,需要设置额外的升降电梯,增加了施工成本,延长了施工周期。However, the current hydraulic climbing formwork, in order to solve the problem of vertical traffic, is designed in the form of climbing ladders, but the space formed is narrow, the construction personnel are inconvenient to move, the operation difficulty is increased, and problems such as bumps are prone to occur, which increases the hidden dangers of safety, and it is necessary to The goods cannot pass, and additional elevators need to be set up, which increases the construction cost and prolongs the construction period.
发明内容SUMMARY OF THE INVENTION
本发明提供了一种扩大了内部空间,可设置升降机,实现人货两用的液压爬模架体。The invention provides a hydraulic climbing formwork body with enlarged internal space, which can be provided with a lift and can be used for both people and goods.
解决的技术问题是:目前的液压爬模,其内部设计均为爬梯形式,形成的空间狭窄,施工人员行动不便,操作难度增大,容易发生磕碰等问题,增加了安全隐患,且货物无法通行。The technical problem to be solved is: the current hydraulic climbing formwork, the internal design of which is in the form of a ladder, the space formed is narrow, the construction personnel are inconvenient to move, the operation difficulty is increased, the problems such as bumps are prone to occur, and the safety hazards are increased, and the goods cannot pass through. .
为解决上述技术问题,本发明采用如下技术方案:In order to solve the above-mentioned technical problems, the present invention adopts the following technical solutions:
本发明升降机专用液压爬模架体,包括上架体和下架体,所述上架体由上到下依次为顶层节、标准节和基础节,基础节位于爬模架体的主平台上,所述下架体由上到下依次为三角架、吊平台和下挂平台;所述顶层节、标准节、基础节、三角架、吊平台和下挂平台均包括封闭架体和位于封闭架体外侧的升降机导轨,所述封闭架体为由内弦杆、外弦杆和连接内弦杆与外弦杆的水平支撑结构围合而成,所述水平支撑结构为水平支撑杆或鱼尾型支撑结构,所述鱼尾型支撑结构包括水平支撑杆和对称设置在水平支撑杆两侧的斜撑杆;每节架体之间通过螺栓连接固定。The special hydraulic climbing formwork frame body for the elevator of the present invention includes an upper frame body and a lower frame body. The upper frame body is a top section, a standard section and a foundation section in sequence from top to bottom, and the base section is located on the main platform of the climbing formwork body. The lower frame body is a tripod, a hanging platform and a lower hanging platform in sequence from top to bottom; The outer elevator guide rail, the closed frame is enclosed by an inner chord, an outer chord, and a horizontal support structure connecting the inner chord and the outer chord, and the horizontal support structure is a horizontal support rod or a fishtail type. The support structure includes a horizontal support rod and diagonal support rods symmetrically arranged on both sides of the horizontal support rod; each frame body is connected and fixed by bolts.
本发明升降机专用液压爬模架体,进一步的,所述内弦杆包括两根竖直相背设置的槽钢,内弦杆的上段两相背槽钢之间与上水平支撑结构一端焊接固定,内弦杆的下段两相背槽钢之间与下水平支撑结构一端焊接固定,外弦杆包括两根竖直并列设置的方钢和连接两方钢之间的连接横杆,上水平支撑结构的另一端与外弦杆上部的上连接横杆的中部连接,下水平支撑结构的另一端与外弦杆下部的下连接横杆的中部连接;上连接横杆与下连接横杆均为方钢。The special hydraulic climbing formwork frame body of the elevator of the present invention, further, the inner chord comprises two vertically opposite channel steels, and the upper section of the inner chord is welded and fixed between the two opposite channel steels and one end of the upper horizontal support structure , the two-phase back channel steel of the lower section of the inner chord is welded and fixed to one end of the lower horizontal support structure. The other end of the structure is connected with the middle part of the upper connecting crossbar on the upper part of the outer chord, and the other end of the lower horizontal support structure is connected with the middle part of the lower connecting crossbar on the lower part of the outer chord; the upper connecting crossbar and the lower connecting crossbar are both Square steel.
本发明升降机专用液压爬模架体,进一步的,所述基础节中,水平支撑结构均为水平支撑杆,所述水平支撑杆为方钢,内弦杆的两槽钢底端焊接固定在同一连接法兰上,所述连接法兰通过螺栓与下架体连接固定,内弦杆与外弦杆的上部通过螺栓与标准节连接固定。The hydraulic climbing formwork body specially used for the elevator of the present invention, further, in the foundation section, the horizontal support structures are all horizontal support rods, the horizontal support rods are square steel, and the bottom ends of the two channel steels of the inner chord are welded and fixed on the same On the connecting flange, the connecting flange is connected and fixed with the lower frame body through bolts, and the upper parts of the inner chord and the outer chord are connected and fixed with the standard section through bolts.
本发明升降机专用液压爬模架体,进一步的,所述标准节分为普通标准节和含模板悬挂系统的标准节,所述基础节的内弦杆与外弦杆的上部通过螺栓与普通标准节连接固定,所述普通标准节中,上水平支撑结构为水平支撑杆,下水平支撑结构为鱼尾型支撑结构,所述斜撑杆与下水平支撑杆设置在同一水平面内,斜撑杆一端焊接固定在下连接横杆的一端,斜撑杆的另一端焊接在靠近内弦杆的下水平支撑上;普通标准节的内弦杆与外弦杆的上部通过螺栓与含模板悬挂系统的标准节连接固定,普通标准节的内弦杆与外弦杆的下部通过螺栓与基础节连接。The special hydraulic climbing formwork frame body of the elevator of the present invention, further, the standard section is divided into a common standard section and a standard section with a formwork suspension system, and the upper parts of the inner chord and the outer chord of the basic section are connected with the common standard through bolts. The joints are connected and fixed. In the common standard joint, the upper horizontal support structure is a horizontal support rod, and the lower horizontal support structure is a fishtail support structure. The diagonal support rod and the lower horizontal support rod are arranged in the same horizontal plane. One end is welded and fixed to one end of the lower connecting beam, and the other end of the diagonal strut is welded to the lower horizontal support close to the inner chord; the upper part of the inner chord and outer chord of the common standard section is connected to the standard with the formwork suspension system through bolts. The section is connected and fixed, and the inner chord and the lower part of the outer chord of the common standard section are connected to the base section through bolts.
本发明升降机专用液压爬模架体,进一步的,所述所述含模板悬挂系统的标准节中,上水平支撑结构为水平支撑杆,下水平支撑结构为第一加强鱼尾型支撑结构,所述第一加强鱼尾型支撑结构包括两相背设置的支撑槽钢,支撑槽钢两端分别垂直焊接在内弦杆下端和下连接横杆的中部,两支撑槽钢两侧分别设有斜撑杆,斜撑杆与支撑槽钢设置在同一水平面内,斜撑杆的一端焊接固定在下连接横杆的一端,斜撑杆的另一端焊接在支撑槽钢的中部,含模板悬挂系统的标准节的内弦杆与外弦杆的上部通过螺栓与顶层节连接固定。The special hydraulic climbing formwork frame body for the elevator of the present invention, further, in the standard section with the formwork suspension system, the upper horizontal support structure is a horizontal support rod, and the lower horizontal support structure is a first reinforced fishtail type support structure, so The first reinforced fishtail type support structure includes two support channels arranged opposite to each other, the two ends of the support channels are respectively vertically welded to the lower end of the inner chord and the middle of the lower connecting cross bar, and two sides of the two support channels are respectively provided with inclined beams. The strut, the diagonal strut and the support channel steel are set in the same horizontal plane, one end of the diagonal strut is welded and fixed to one end of the lower connecting cross bar, and the other end of the diagonal strut is welded to the middle of the support channel steel, including the standard of the formwork suspension system. The inner chord of the section and the upper part of the outer chord are connected and fixed with the top section by bolts.
本发明升降机专用液压爬模架体,进一步的,还包括滑轮悬挂轨道,滑轮悬挂轨道设置在两支撑槽钢之间,所述滑轮悬挂轨道包括滑轨和沿滑轨前后移动的悬挂结构,滑轨采用H型钢制成,滑轨中部设有水平通孔,水平通孔的截面为长条状通过螺栓与支撑槽钢滑动连接,滑轨沿水平通孔在支撑槽钢之间可伸缩活动,滑轨悬挂端与悬挂结构滑动连接;所述悬挂结构包括滑轨两侧对称设置的滑轮、固定两对称滑轮的U型板、连接滑轮与U型板的轮轴和U型板下方悬挂的挂钩。The special hydraulic climbing formwork frame body for the elevator of the present invention further includes a pulley suspension track, the pulley suspension track is arranged between the two supporting channel steels, and the pulley suspension track includes a slide rail and a suspension structure that moves back and forth along the slide rail. The rail is made of H-shaped steel. The middle of the slide rail is provided with a horizontal through hole. The cross-section of the horizontal through hole is a long strip and is connected to the support channel steel through bolts. The slide rail can be telescopically moved between the support channels along the horizontal through hole. The suspension end of the slide rail is slidably connected to the suspension structure; the suspension structure includes pulleys symmetrically arranged on both sides of the slide rail, a U-shaped plate for fixing the two symmetrical pulleys, an axle connecting the pulley and the U-shaped plate, and a hook suspended below the U-shaped plate.
本发明升降机专用液压爬模架体,进一步的,所述顶层节中,下水平支撑结构为第一加强鱼尾型支撑结构,上水平支撑结构为第二加强鱼尾型支撑结构,所述第二加强鱼尾型支撑结构包括两相背设置的支撑槽钢、对称设置在支撑槽钢两侧的斜撑杆和支撑槽钢下方的竖向斜撑杆,支撑槽钢两端分别垂直焊接在内弦杆上端和上连接横杆的中部,斜撑杆与支撑槽钢设置在同一水平面内,斜撑杆一端焊接固定在上连接横杆的一端,斜撑杆的另一端焊接在靠近内弦杆的支撑槽钢上;竖向斜撑杆的两端分别与内弦杆和支撑槽钢连接。The special hydraulic climbing formwork frame body for the elevator of the present invention, further, in the top section, the lower horizontal support structure is a first reinforced fishtail type support structure, the upper horizontal support structure is a second reinforced fishtail type support structure, and the first reinforced fishtail type support structure. The second-strengthened fishtail-shaped support structure includes two support channels arranged opposite to each other, diagonal struts symmetrically arranged on both sides of the support channel, and vertical diagonal struts below the support channel. Both ends of the support channel are vertically welded on the The upper end of the inner chord rod and the middle part of the upper connecting cross rod, the diagonal strut and the support channel steel are set in the same horizontal plane, one end of the diagonal bracing rod is welded and fixed to one end of the upper connecting cross rod, and the other end of the diagonal bracing rod is welded close to the inner chord. The two ends of the vertical diagonal strut are respectively connected with the inner chord and the support channel.
本发明升降机专用液压爬模架体,进一步的,所述竖向斜撑杆与内弦杆的倾斜角度为45-60°,竖向斜撑杆采用方钢制成。The hydraulic climbing formwork body specially used for the elevator of the present invention further, the inclination angle between the vertical diagonal strut and the inner chord is 45-60°, and the vertical diagonal strut is made of square steel.
本发明升降机专用液压爬模架体,进一步的,所述三角架中,外弦杆的高度高于内弦杆,下水平支撑结构为鱼尾型支撑结构,上水平支撑结构为第一加强鱼尾型支撑结构,支撑槽钢一端垂直焊接在上连接横杆的中部,支撑槽钢另一端焊接固定在内弦杆顶部;在第一加强鱼尾型支撑结构下方还设置有框架斜撑结构,所述框架斜撑结构为两相背设置的槽钢组成,框架斜撑结构的两端分别与内弦杆下部和支撑槽钢靠近上连接横杆一侧连接;第一加强鱼尾型支撑结构的支撑槽钢靠近内弦杆一端连接固定有可将架体挂在爬模附墙挂座上的刚性挂钩;第一加强鱼尾型支撑结构的支撑槽钢顶部开设有螺栓孔,通过螺栓与基础节连接固定,内弦杆与外弦杆的下部通过螺栓与吊平台连接。The special hydraulic climbing formwork frame body for the elevator of the present invention, further, in the tripod, the height of the outer chord is higher than the inner chord, the lower horizontal support structure is a fish tail type support structure, and the upper horizontal support structure is the first reinforcing fish In the tail-shaped support structure, one end of the support channel steel is vertically welded to the middle of the upper connecting cross bar, and the other end of the support channel steel is welded and fixed on the top of the inner chord; a frame diagonal support structure is also provided under the first reinforced fishtail support structure. The frame diagonal bracing structure is composed of channel steel arranged in two phases opposite to each other, and the two ends of the frame diagonal bracing structure are respectively connected with the lower part of the inner chord and the side of the supporting channel steel close to the upper connecting cross bar; the first reinforced fishtail type supporting structure One end of the supporting channel near the inner chord is connected and fixed with a rigid hook that can hang the frame body on the wall mount of the climbing formwork; the top of the supporting channel of the first reinforced fishtail support structure is provided with a bolt hole, which can be connected to the wall through the bolt. The foundation section is connected and fixed, and the lower part of the inner chord and the outer chord are connected to the hanging platform through bolts.
本发明升降机专用液压爬模架体,进一步的,所述吊平台的结构与普通标准节相同,吊平台内弦杆与外弦杆的下部通过螺栓与下挂平台连接;所述下挂平台的结构与普通标准节相同。The hydraulic climbing formwork frame body specially used for the elevator of the present invention, further, the structure of the hanging platform is the same as that of the common standard section, and the lower parts of the inner chord and the outer chord of the hanging platform are connected to the lower hanging platform through bolts; The structure is the same as a normal standard section.
本发明升降机专用液压爬模架体与现有技术相比,具有如下有益效果:Compared with the prior art, the special hydraulic climbing formwork body for the elevator of the present invention has the following beneficial effects:
本发明升降机专用液压爬模架体根据不同位置的节架体的受力情况和作用的不同,灵活设置不同的水平支撑结构,设计了三角鱼尾型支撑结构,该水平支撑结构的横截面呈三角形,并在水平支撑结构下方设置了不同受力程度的斜向支撑,不仅大大提高了架体的纵向承载力,分散了架体的水平承载力,而且扩大了爬模架体内部的空间,为工人施工提供了更为宽阔的操作平台,降低了安全隐患;本发明在三角鱼尾的尾部、封闭架体的外侧悬挂了升降机,可人货两用,实现了施工人员或货物的垂直运输,避免了需要额外设置的货用升降机,不仅大大减少了施工工程量,缩短了施工难度,降低了施工成本,而且大大缩短了施工周期,简化了施工现场的布置。The special hydraulic climbing formwork frame body for the elevator of the present invention flexibly sets different horizontal support structures according to the different stress conditions and functions of the segment frame bodies at different positions, and designs a triangular fishtail type support structure. The cross section of the horizontal support structure is a It is triangular, and diagonal supports with different degrees of force are set under the horizontal support structure, which not only greatly improves the longitudinal bearing capacity of the frame body, disperses the horizontal bearing capacity of the frame body, but also expands the space inside the climbing formwork body. The utility model provides a wider operating platform for workers during construction and reduces potential safety hazards; the present invention hangs a lift at the tail of the triangular fishtail and the outer side of the closed frame body, which can be used for both people and goods, and realizes the vertical transportation of construction personnel or goods. , avoiding the need for additional cargo lifts, which not only greatly reduces the amount of construction work, shortens the construction difficulty, reduces the construction cost, but also greatly shortens the construction period and simplifies the layout of the construction site.
本发明升降机专用液压爬模架体分节设置,现场组装,安装和拆卸方便,也大大减少了运输的难度和成本,架体拆卸后重复利用率高;且分节设置,可根据施工现场的具体要求,调整不同节架体的数量和组装模式,灵活性更高,适用范围更广泛。The hydraulic climbing formwork frame body specially used for the elevator of the invention is arranged in sections, which is easy to assemble on site, and easy to install and disassemble, and also greatly reduces the difficulty and cost of transportation. After the frame body is disassembled, the reuse rate is high; For specific requirements, adjust the number and assembly mode of different frame bodies, with higher flexibility and a wider range of applications.
本发明每一节架体都是相互独立的,都是独立进行运输和搬运的,单节的架体都由内弦杆、外弦杆和水平支撑结构围合形成一个相对封闭的架体,提高了架体的刚度,增加了架体的稳定性和承载能力,使得单节架体在运输和搬运的过程中不易发生变形损坏。In the present invention, each section of the frame body is independent of each other, and is independently transported and handled. The frame body of a single section is enclosed by an inner chord, an outer chord and a horizontal support structure to form a relatively closed frame. The rigidity of the frame body is improved, and the stability and bearing capacity of the frame body are increased, so that the single-section frame body is not easily deformed and damaged during transportation and handling.
下面结合附图对本发明的升降机专用液压爬模架体作进一步说明。The hydraulic climbing formwork body specially used for the elevator of the present invention will be further described below with reference to the accompanying drawings.
附图说明Description of drawings
图1为本发明升降机专用液压爬模架体的结构示意图;Fig. 1 is the structural representation of the special hydraulic climbing formwork frame body of the elevator of the present invention;
图2为基础节的结构示意图;Figure 2 is a schematic diagram of the structure of the base section;
图3为基础节的正视图;Figure 3 is a front view of the base section;
图4为普通标准节的结构示意图;Fig. 4 is the structural representation of common standard section;
图5为普通标准节的正视图;Fig. 5 is the front view of common standard section;
图6为普通标准节的仰视图;Fig. 6 is the bottom view of common standard section;
图7为含模板悬挂系统的标准节的结构示意图;Fig. 7 is the structural schematic diagram of the standard section containing the formwork suspension system;
图8为含模板悬挂系统的标准节的正视图;Figure 8 is a front view of a standard section with a formwork suspension system;
图9为含模板悬挂系统的标准节的仰视图;Figure 9 is a bottom view of a standard section containing a formwork suspension system;
图10为顶层节的结构示意图;Figure 10 is a schematic structural diagram of a top-level section;
图11为顶层节的正视图;Figure 11 is a front view of the top section;
图12为顶层节的仰视图;Figure 12 is a bottom view of the top section;
图13为三角架的结构示意图;13 is a schematic structural diagram of a tripod;
图14为三角架的正视图;Figure 14 is a front view of a tripod;
图15为三角架的俯视图;Figure 15 is a top view of a tripod;
图16为悬挂结构的结构示意图;Fig. 16 is the structural schematic diagram of the suspension structure;
图17为爬模架体的安装过程示意图。FIG. 17 is a schematic diagram of the installation process of the climbing formwork body.
附图标记:Reference number:
1-顶层节;11-竖向斜撑杆;2-含模板悬挂系统的标准节;21-滑轨;22-悬挂结构;23-水平通孔;24-滑轮;25-U型板;26-挂钩;27-轮轴;3-普通标准节;4-基础节;5-三角架;51-框架斜撑结构;52-刚性挂钩;6-吊平台;7-下挂平台;81-内弦杆;82-外弦杆;83-上水平支撑杆;84-升降机导轨;85-下水平支撑杆;86-上连接横杆;87-下连接横杆;88-连接法兰;89-安全带挂钩;9-鱼尾型支撑结构;91-斜撑杆;92-第一加强鱼尾型支撑结构;93-第二加强鱼尾型支撑结构;94-支撑槽钢。1-Top section; 11-Vertical diagonal strut; 2-Standard section with formwork suspension system; 21-Slide rail; 22-Suspension structure; 23-Horizontal through hole; 24-Pulley; 25-U-shaped plate; 26 -Hook; 27-wheel axle; 3-common standard section; 4-basic section; 5-tripod; 51-frame diagonal bracing structure; 52-rigid hook; 6-hanging platform; 7-hanging platform; 81-inner string Rod; 82-outer chord; 83-upper horizontal support rod; 84-lifter guide rail; 85-lower horizontal support rod; 86-upper connecting crossbar; 87-lower connecting crossbar; 88-connecting flange; 89-safety With hook; 9-fishtail type support structure; 91- diagonal strut; 92-first reinforced fishtail type support structure; 93-second reinforced fishtail type support structure; 94-support channel steel.
具体实施方式Detailed ways
如图1所示,本发明升降机专用液压爬模架体包括上架体和下架体,上架体由上到下依次为顶层节1、标准节和基础节4;As shown in FIG. 1 , the hydraulic climbing formwork frame specially used for the elevator of the present invention includes an upper frame body and a lower frame body, and the upper frame body is a top layer section 1, a standard section and a foundation section 4 in sequence from top to bottom;
如图2、图3所示,基础节4位于爬模架体的主平台上,基础节4包括由内弦杆81、外弦杆82和连接内弦杆81与外弦杆82的水平支撑杆围合而成的封闭架体和位于封闭架体外侧的升降机导轨84,内弦杆81包括两根竖直相背设置的槽钢,内弦杆81的上段两相背槽钢之间与上水平支撑杆83一端焊接固定,内弦杆81的下段两相背槽钢之间与下水平支撑杆85一端焊接固定,外弦杆82包括两根竖直并列设置的方钢和连接两方钢之间的连接横杆,上水平支撑杆83的另一端与外弦杆82上部的上连接横杆86的中部连接,下水平支撑杆85的另一端与外弦杆82下部的下连接横杆87的中部连接形成封闭架体,上水平支撑杆83和下水平支撑杆85均为方钢,上连接横杆86与下连接横杆87均为方钢,外弦杆82的外侧焊接固定有升降机导轨84;内弦杆81的两槽钢底端焊接固定在同一连接法兰88上,连接法兰88通过螺栓与下架体连接固定,内弦杆81与外弦杆82的上部通过螺栓与标准节连接固定;As shown in FIGS. 2 and 3 , the base section 4 is located on the main platform of the climbing formwork body. The base section 4 includes a horizontal support composed of an inner chord 81 , an outer chord 82 and a horizontal support connecting the inner chord 81 and the outer chord 82 The closed frame body enclosed by the rods and the elevator guide rail 84 located outside the closed frame body, the inner chord 81 includes two vertically opposite channel steels, and the upper section of the inner chord 81 is between the two opposite channel steels. One end of the upper horizontal support rod 83 is welded and fixed, and the two-phase back channel steel of the lower section of the inner chord rod 81 is welded and fixed with one end of the lower horizontal support rod 85. The connecting bars between the steels, the other end of the upper horizontal support bar 83 is connected to the middle of the upper connecting bar 86 on the upper part of the outer chord 82, and the other end of the lower horizontal support bar 85 is connected to the lower connecting bar on the lower part of the outer chord 82. The middle part of the rod 87 is connected to form a closed frame body, the upper horizontal support rod 83 and the lower horizontal support rod 85 are all square steel, the upper connecting crossbar 86 and the lower connecting crossbar 87 are both square steel, and the outer side of the outer chord 82 is welded and fixed. There are elevator guide rails 84; the bottom ends of the two channel steels of the inner chord 81 are welded and fixed on the same connecting flange 88, the connecting flange 88 is connected and fixed with the lower frame body by bolts, and the upper part of the inner chord 81 and the outer chord 82 pass through Bolts are connected and fixed with standard sections;
标准节分为普通标准节3和含模板悬挂系统的标准节2,基础节4的内弦杆81与外弦杆82的上部通过螺栓与普通标准节3连接固定,如图4、图5和图6所示,普通标准节3整体结构与基础节4类似,区别点为在普通标准节3的下水平支撑杆85两侧分别设有斜撑杆91,斜撑杆91与下水平支撑杆85设置在同一水平面内,形成三角鱼尾型支撑结构9,斜撑杆91一端焊接固定在下连接横杆87的一端,斜撑杆91的另一端焊接在靠近内弦杆81的下水平支撑上,内弦杆81的槽钢凹槽内设置有安全带挂钩89;普通标准节3的内弦杆81与外弦杆82的上部通过螺栓与含模板悬挂系统的标准节2连接固定;普通标准节3的内弦杆81与外弦杆82的下部通过螺栓与基础节4连接;普通标准节3可根据具体的施工楼层的需求,设置一层或者两层;The standard section is divided into the common standard section 3 and the standard section 2 with the formwork suspension system. The upper part of the inner chord 81 and the outer chord 82 of the basic section 4 are connected and fixed with the ordinary standard section 3 by bolts, as shown in Figure 4, Figure 5 and As shown in FIG. 6 , the overall structure of the common standard section 3 is similar to that of the base section 4. The difference is that diagonal struts 91 are respectively provided on both sides of the lower horizontal support rod 85 of the common standard section 3. The diagonal support rod 91 and the lower horizontal support rod 85 are arranged in the same horizontal plane to form a triangular fishtail support structure 9, one end of the diagonal strut 91 is welded and fixed to one end of the lower connecting cross bar 87, and the other end of the diagonal strut 91 is welded on the lower horizontal support close to the inner chord 81. , a seat belt hook 89 is arranged in the channel steel groove of the inner chord 81; the upper part of the inner chord 81 of the common standard section 3 and the outer chord 82 are connected and fixed with the standard section 2 containing the formwork suspension system by bolts; the common standard The lower part of the inner chord 81 and the outer chord 82 of the section 3 is connected to the foundation section 4 through bolts; the common standard section 3 can be set with one or two floors according to the needs of specific construction floors;
如图7、图8和图9所示,含模板悬挂系统的标准节2整体结构与普通标准节3类似,区别点为下部的三角鱼尾型支撑平面替换为第一加强鱼尾型支撑结构92,第一加强鱼尾型支撑结构92包括两相背设置的支撑槽钢94,支撑槽钢94两端分别垂直焊接在内弦杆81下端和下连接横杆87的中部,下连接横杆87的数量增加至2根,纵向并列设置,两支撑槽钢94两侧分别设有斜撑杆91,斜撑杆91与支撑槽钢94设置在同一水平面内,斜撑杆91的一端焊接固定在下连接横杆87的一端,斜撑杆91的另一端焊接在支撑槽钢94的中部,两支撑槽钢94之间滑动连接有滑轮悬挂轨道;As shown in Figure 7, Figure 8 and Figure 9, the overall structure of the standard section 2 with the formwork suspension system is similar to the common standard section 3, the difference is that the lower triangular fishtail support plane is replaced by the first reinforced fishtail support structure 92, the first reinforced fishtail type support structure 92 includes a support channel steel 94 arranged in two opposite phases, and the two ends of the support channel steel 94 are respectively welded vertically at the lower end of the inner chord 81 and the middle of the lower connecting cross bar 87, and the lower connecting cross bar is The number of 87 is increased to 2, which are arranged in parallel in the longitudinal direction. Diagonal braces 91 are respectively provided on both sides of the two support channels 94. The oblique braces 91 and the support channels 94 are arranged in the same horizontal plane, and one end of the oblique braces 91 is welded and fixed. At one end of the lower connecting cross bar 87, the other end of the diagonal strut 91 is welded to the middle of the support channel steel 94, and a pulley suspension rail is slidably connected between the two support channel steels 94;
如图16所示,滑轮悬挂轨道包括滑轨21和沿滑轨21前后移动的悬挂结构22,滑轨21采用H型钢制成,滑轨21中部设有水平通孔23,水平通孔23的截面为长条状,水平通孔23的数量为2个,竖向并列排布,通过螺栓与支撑槽钢94滑动连接,滑轨21沿水平通孔23在支撑槽钢94之间可伸缩活动,滑轨21悬挂端与悬挂结构22滑动连接;悬挂结构22包括滑轨21两侧对称设置的滑轮24、固定两对称滑轮24的U型板25、连接滑轮24与U型板25的轮轴27和U型板25下方悬挂的挂钩26,滑轮24为钢轮,挂钩26为可调式挂钩,可调节上下高度以适应模板的不同高度;内弦杆81的槽钢凹槽内设置有安全带挂钩89;含模板悬挂系统的标准节2的内弦杆81与外弦杆82的上部通过螺栓与顶层节1连接固定;As shown in FIG. 16 , the pulley suspension track includes a slide rail 21 and a suspension structure 22 that moves back and forth along the slide rail 21. The slide rail 21 is made of H-shaped steel. The middle of the slide rail 21 is provided with a horizontal through hole 23. The cross section is elongated, and the number of horizontal through holes 23 is 2, which are arranged vertically side by side and are slidably connected to the support channel steel 94 through bolts. The suspension end of the slide rail 21 is slidably connected to the suspension structure 22; the suspension structure 22 includes a pulley 24 symmetrically arranged on both sides of the slide rail 21, a U-shaped plate 25 for fixing the two symmetrical pulleys 24, and a wheel shaft 27 connecting the pulley 24 and the U-shaped plate 25 and the hook 26 hanging below the U-shaped plate 25, the pulley 24 is a steel wheel, the hook 26 is an adjustable hook, and the upper and lower heights can be adjusted to adapt to the different heights of the template; the channel steel groove of the inner chord 81 is provided with a safety belt hook 89; The upper part of the inner chord 81 and the outer chord 82 of the standard section 2 with the formwork suspension system is connected and fixed with the top section 1 by bolts;
如图10、图11和图12所示,顶层节1整体结构与含模板悬挂系统的标准节2类似,区别点为上部的上水平支撑杆83替换为第二加强鱼尾型支撑结构93,其中斜撑杆91一端焊接固定在上连接横杆86的一端,斜撑杆91的另一端焊接在靠近内弦杆81的支撑槽钢94上;上连接横杆86的数量增加至2根,纵向并列设置;第二加强鱼尾型支撑结构93还包括竖向斜撑杆11,竖向斜撑杆11设置在上部的支撑槽钢94下方,竖向斜撑杆11的两端分别与内弦杆81和支撑槽钢94连接,竖向斜撑杆11与内弦杆81的倾斜角度为45-60°,竖向斜撑杆11采用方钢制成;内弦杆81的槽钢凹槽内设置有安全带挂钩89;As shown in Figure 10, Figure 11 and Figure 12, the overall structure of the top section 1 is similar to the standard section 2 with the formwork suspension system, the difference is that the upper horizontal support rod 83 on the upper part is replaced with a second reinforced fishtail type support structure 93, One end of the diagonal strut 91 is welded and fixed to one end of the upper connecting cross bar 86, and the other end of the diagonal bracing bar 91 is welded on the support channel steel 94 near the inner chord 81; the number of the upper connecting cross bars 86 is increased to 2, Vertically arranged side by side; the second reinforced fishtail type support structure 93 also includes a vertical diagonal strut 11, which is arranged under the upper support channel steel 94, and the two ends of the vertical diagonal brace 11 are respectively connected to the inner The chord 81 is connected with the support channel steel 94, the inclination angle of the vertical diagonal strut 11 and the inner chord 81 is 45-60°, and the vertical diagonal strut 11 is made of square steel; the channel steel of the inner chord 81 is concave A seat belt hook 89 is arranged in the slot;
下架体由上到下依次为三角架5、吊平台6和下挂平台7,如图13、图14和图15所示,三角架5整体结构与普通标准节3类似,区别点为上水平支撑杆83替换为第一加强鱼尾型支撑结构92,外弦杆82的高度高于内弦杆81,第一加强鱼尾型支撑结构92设置在内弦杆81顶部;在第一加强鱼尾型支撑结构92下方还设置有框架斜撑结构51,框架斜撑结构51为两相背设置的槽钢组成,框架斜撑结构51两端分别与内弦杆81下部和支撑槽钢94靠近上连接横杆86一侧连接;第一加强鱼尾型支撑结构92的支撑槽钢94靠近内弦杆81一端连接固定有可将架体挂在爬模附墙挂座上的刚性挂钩52,刚性挂钩52数量为两个,分别焊接固定在两支撑槽钢94的顶端;第一加强鱼尾型支撑结构92的支撑槽钢94顶部开设有螺栓孔,通过螺栓与基础节4连接固定,内弦杆81与外弦杆82的下部通过螺栓与吊平台6连接;The lower frame body from top to bottom is a tripod 5, a hanging platform 6 and a lower hanging platform 7, as shown in Figure 13, Figure 14 and Figure 15, the overall structure of the tripod 5 is similar to the ordinary standard section 3, the difference is the upper The horizontal support rod 83 is replaced with a first reinforced fishtail-shaped support structure 92, the height of the outer chord 82 is higher than that of the inner chord 81, and the first reinforced fishtail-shaped support structure 92 is arranged on the top of the inner chord 81; A frame diagonal bracing structure 51 is also provided below the fishtail type support structure 92. The frame diagonal bracing structure 51 is composed of channel steel arranged in two phases opposite to each other. It is connected to the side near the upper connecting cross bar 86; the support channel steel 94 of the first reinforced fishtail type support structure 92 is connected to one end near the inner chord 81 and is fixed with a rigid hook 52 that can hang the frame body on the wall mount of the climbing formwork , the number of rigid hooks 52 is two, which are respectively welded and fixed on the top of the two supporting channel steels 94; the top of the supporting channel steel 94 of the first reinforced fishtail support structure 92 is provided with bolt holes, which are connected and fixed with the foundation section 4 through bolts, The lower parts of the inner chord 81 and the outer chord 82 are connected to the suspension platform 6 through bolts;
如图4、图5和图6所示,吊平台6整体结构与普通标准节3类似,吊平台6内弦杆81与外弦杆82的下部通过螺栓与下挂平台7连接;下挂平台7整体结构与普通标准节3类似,下挂平台7可根据施工现场的需求设置一层或者两层,吊平台6与下挂平台7的内弦杆81的槽钢凹槽内均设置有安全带挂钩89。As shown in Figure 4, Figure 5 and Figure 6, the overall structure of the hanging platform 6 is similar to the common standard section 3. The lower parts of the inner chord 81 and the outer chord 82 of the hanging platform 6 are connected to the lower hanging platform 7 through bolts; the lower hanging platform 7. The overall structure is similar to the common standard section 3. The lower hanging platform 7 can be set with one or two layers according to the needs of the construction site. The channel steel grooves of the inner chord 81 of the hanging platform 6 and the lower hanging platform 7 are provided with safety. With hook 89.
如图17所示,本发明升降机专用液压爬模架体的施工过程:As shown in Figure 17, the construction process of the special hydraulic climbing formwork frame for the elevator of the present invention:
步骤一、安装预埋件:根据施工方案,进行准确的测距和定位,在混凝土结构中安装预埋件;Step 1. Install the embedded parts: According to the construction plan, carry out accurate distance measurement and positioning, and install the embedded parts in the concrete structure;
步骤二、安装爬模架体:在预埋件处安装导轨、三角架5和吊平台6,三角架5通过刚性挂钩挂在混凝土结构预埋的挂座上,固定三角架5与吊平台6,三角架5与吊平台6的内弦杆81与外弦杆82分别对齐后,以连接钢板覆盖对齐位置,调整连接钢板与内弦杆81或外弦杆82上的螺栓孔的位置,对齐后以高强螺栓穿过螺栓孔,旋紧固定,实现三角架5与吊平台6的连接固定;在同一水平位置上的架体之间,通过纵向连系梁垂直穿过第一加强鱼尾型支撑结构92的下表面空间,并与支撑槽钢94固定,实现整面墙的爬模架体的连接;Step 2. Install the climbing formwork body: install the guide rail, the tripod 5 and the hanging platform 6 at the embedded parts, the tripod 5 is hung on the hanging seat embedded in the concrete structure through the rigid hook, and the tripod 5 and the hanging platform 6 are fixed. , after the inner chord 81 and the outer chord 82 of the tripod 5 and the hanging platform 6 are aligned respectively, cover the alignment position with the connecting steel plate, adjust the position of the connecting steel plate and the bolt hole on the inner chord 81 or the outer chord 82, and align Then, high-strength bolts are passed through the bolt holes, and they are tightened and fixed to realize the connection and fixation of the tripod 5 and the hanging platform 6; between the frames at the same horizontal position, the longitudinal connecting beams vertically pass through the first reinforced fishtail type. The lower surface space of the support structure 92 is fixed with the support channel steel 94 to realize the connection of the climbing formwork body of the whole wall;
在三角架5上方安装主平台和基础节4后,依次向上安装含模板悬挂系统的标准节2、普通标准节3和顶层节1,架设上平台,每节架体的连接方式与三角架5的连接方式相同;After installing the main platform and the base section 4 above the tripod 5, install the standard section 2 with the formwork suspension system, the common standard section 3 and the top section 1 upward in turn, and set up the upper platform. The connection method of each section is connected to the tripod 5 are connected in the same way;
步骤三、安装模板:在主平台与上平台上安装模板;Step 3. Install the template: Install the template on the main platform and the upper platform;
步骤四、混凝土浇筑:进行上一层结构的混凝土浇筑;Step 4. Concrete pouring: carry out the concrete pouring of the upper structure;
步骤五、退模、安装附墙件:待混凝土达到一定强度后退模,进行测距和定位,在混凝土结构表面安装附墙件;Step 5. Removing the formwork and installing the attached wall fittings: after the concrete reaches a certain strength, the formwork is withdrawn, distance measurement and positioning are performed, and the attached wall fittings are installed on the surface of the concrete structure;
步骤六、顶升和爬架:利用液压顶升系统顶升导轨,当导轨到达新浇筑的混凝土结构的预定位置时,对导轨进行固定,然后顶升爬模架,到达指定位置后,停止爬架,固定后重复步骤三至步骤六的操作,进行上一层的混凝土的浇筑;Step 6. Lifting and climbing frame: Use the hydraulic jacking system to lift the guide rail. When the guide rail reaches the predetermined position of the newly poured concrete structure, fix the guide rail, and then lift the climbing formwork. After reaching the designated position, stop climbing After fixing, repeat the operation from step 3 to step 6 to pour the concrete on the upper layer;
步骤七、安装升降机:当混凝土结构达到一定高度后,在吊平台6下方挂设下挂平台7,连接方式与步骤二所述相同,然后在架体外侧的升降机导轨84上挂设升降机;然后重复步骤三至步骤六,进行施工;在施工过程中,人员和货物均可通过爬模架体外侧的升降机实现垂直运输,并且在每节架体的下水平支撑结构上方铺设的工作平台较大,方便施工人员的行动和操作,提高了施工安全系数;Step 7. Install the elevator: when the concrete structure reaches a certain height, hang the lower hanging platform 7 under the hanging platform 6, the connection method is the same as that described in step 2, and then hang the elevator on the elevator guide rail 84 outside the frame body; then Repeat steps 3 to 6 to carry out construction; during the construction process, both personnel and goods can be transported vertically through the lift outside the climbing formwork body, and the work platform laid above the lower horizontal support structure of each frame body is larger , to facilitate the action and operation of construction personnel, and improve the construction safety factor;
步骤八、架体拆除:当施工完成后,从上至下依次拆除爬模架体,利用塔吊,将架体分节吊装至地面,可运输至其他施工现场重复使用。Step 8. Dismantling the frame body: When the construction is completed, remove the climbing formwork frame body in sequence from top to bottom, and use the tower crane to hoist the frame body to the ground in sections, which can be transported to other construction sites for reuse.
以上所述的实施例仅仅是对本发明的优选实施方式进行描述,并非对本发明的范围进行限定,在不脱离本发明设计精神的前提下,本领域普通技术人员对本发明的技术方案作出的各种变形和改进,均应落入本发明权利要求书确定的保护范围内。The above-mentioned embodiments merely describe the preferred embodiments of the present invention, and do not limit the scope of the present invention. Without departing from the design spirit of the present invention, those of ordinary skill in the art can make various modifications to the technical solutions of the present invention. Variations and improvements should fall within the protection scope determined by the claims of the present invention.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611022346.7A CN106639303B (en) | 2016-11-21 | 2016-11-21 | Elevator dedicated hydraulic creeping formwork frame body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611022346.7A CN106639303B (en) | 2016-11-21 | 2016-11-21 | Elevator dedicated hydraulic creeping formwork frame body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106639303A CN106639303A (en) | 2017-05-10 |
| CN106639303B true CN106639303B (en) | 2019-06-28 |
Family
ID=58808328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611022346.7A Expired - Fee Related CN106639303B (en) | 2016-11-21 | 2016-11-21 | Elevator dedicated hydraulic creeping formwork frame body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106639303B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110250989B (en) * | 2019-06-27 | 2021-03-02 | 中国十七冶集团有限公司 | Construction method based on inclined plane glass curtain wall window cleaning machine track connecting device |
| CN111042516B (en) * | 2019-12-24 | 2022-04-22 | 重庆新久融科技有限公司 | Creeping formwork hangs |
| CN113842571A (en) * | 2021-11-03 | 2021-12-28 | 中交一公局重庆万州高速公路有限公司 | Seat belt support device and seat belt hanging method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2079205U (en) * | 1989-10-10 | 1991-06-19 | 应惠清 | Formwork lifting frame |
| CN2214983Y (en) * | 1994-08-26 | 1995-12-13 | 许强 | Guideway self-lifting scaffold |
| JP2001193278A (en) * | 2000-01-07 | 2001-07-17 | Kajima Corp | Construction method and climbing scaffold for structures with internal space |
| CN1991110A (en) * | 2005-12-29 | 2007-07-04 | 深圳市特辰科技有限公司 | Mould climbing platform system and mould climbing method thereof |
| CN202000658U (en) * | 2011-01-30 | 2011-10-05 | 中建三局建设工程股份有限公司 | Hydraulic climbing system for wall-attached support frame |
| CN203050094U (en) * | 2013-01-11 | 2013-07-10 | 上海建工集团股份有限公司 | Bowstring trussed totally closed hydraulic pressure creeping formwork system |
| CN103896127A (en) * | 2014-03-19 | 2014-07-02 | 广州市京龙工程机械有限公司 | Connecting structure of construction hoist and building climbing formwork frame |
| CN203834928U (en) * | 2014-05-16 | 2014-09-17 | 中国建筑第四工程局有限公司 | Automatic climbing formwork |
| CN204112721U (en) * | 2014-09-24 | 2015-01-21 | 中建一局集团建设发展有限公司 | The huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete |
-
2016
- 2016-11-21 CN CN201611022346.7A patent/CN106639303B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2079205U (en) * | 1989-10-10 | 1991-06-19 | 应惠清 | Formwork lifting frame |
| CN2214983Y (en) * | 1994-08-26 | 1995-12-13 | 许强 | Guideway self-lifting scaffold |
| JP2001193278A (en) * | 2000-01-07 | 2001-07-17 | Kajima Corp | Construction method and climbing scaffold for structures with internal space |
| CN1991110A (en) * | 2005-12-29 | 2007-07-04 | 深圳市特辰科技有限公司 | Mould climbing platform system and mould climbing method thereof |
| CN202000658U (en) * | 2011-01-30 | 2011-10-05 | 中建三局建设工程股份有限公司 | Hydraulic climbing system for wall-attached support frame |
| CN203050094U (en) * | 2013-01-11 | 2013-07-10 | 上海建工集团股份有限公司 | Bowstring trussed totally closed hydraulic pressure creeping formwork system |
| CN103896127A (en) * | 2014-03-19 | 2014-07-02 | 广州市京龙工程机械有限公司 | Connecting structure of construction hoist and building climbing formwork frame |
| CN203834928U (en) * | 2014-05-16 | 2014-09-17 | 中国建筑第四工程局有限公司 | Automatic climbing formwork |
| CN204112721U (en) * | 2014-09-24 | 2015-01-21 | 中建一局集团建设发展有限公司 | The huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106639303A (en) | 2017-05-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207048306U (en) | Sliding formwork flexibility platform | |
| CN106869473A (en) | The liftable operation platform and its construction method of assembled architecture | |
| AU2013212529B2 (en) | Automated formwork climbing system | |
| CN114412158B (en) | Aluminum alloy-steel combined attached lifting scaffold and installation method thereof | |
| CN110453613B (en) | Full-section one-step suspension casting construction method for large-span beam bridge box girder | |
| CN103806645B (en) | Light intelligent hydraulic climbing formwork device with good wind-resistant and fireproof performances | |
| CN109184190A (en) | It climbs and carries integrated beam type hydraulic climbing platform and its installation method | |
| WO2023240812A1 (en) | Overall construction platform structure and method for adding core tube wall body in air | |
| CN106639303B (en) | Elevator dedicated hydraulic creeping formwork frame body | |
| CN103074871B (en) | Arc-shaped slope concrete sliding and lifting template | |
| CN110565937A (en) | Door type integral lifting steel platform | |
| CN116181041B (en) | Building machine of multilayer quick construction | |
| CN100365237C (en) | A self-elevating deformable and detachable overall lifting steel platform system and construction method | |
| CN222990595U (en) | Multifunctional portal for suspension bridge construction | |
| CN206267031U (en) | A kind of solid pier climbing support of bridge construction | |
| CN104278830A (en) | Integral combined scaffold | |
| CN218912287U (en) | Hydraulic self-climbing spreader device in super high-rise hoistway | |
| CN204662501U (en) | A kind of pass in and out immersed tube vertical occasional passage | |
| CN220377879U (en) | Construction operation platform for pipe truss high-altitude sectional assembly sliding | |
| CN110886225A (en) | Construction method of cable tower stay cable installation system | |
| CN110847031A (en) | Mobile gondolas for bridge construction | |
| CN217461450U (en) | Electric formwork climbing frame | |
| CN214531895U (en) | Structure of underground multi-layer pipe gallery wall sliding frame | |
| CN112502473B (en) | Supporting bearing capacity conversion device and method for dismantling large steel framework by using same | |
| CN114232987A (en) | Electric formwork climbing frame and lifting method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190628 Termination date: 20201121 |