CN108005373B - Integrated lifting platform system and assembling method thereof - Google Patents
Integrated lifting platform system and assembling method thereof Download PDFInfo
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- CN108005373B CN108005373B CN201810020056.1A CN201810020056A CN108005373B CN 108005373 B CN108005373 B CN 108005373B CN 201810020056 A CN201810020056 A CN 201810020056A CN 108005373 B CN108005373 B CN 108005373B
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- 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
- E04G21/14—Conveying or assembling building elements
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- 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
- E04G5/00—Component parts or accessories for scaffolds
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
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Abstract
一种集成式升降平台系统及其拼装方法,其中集成式升降平台系统,包括有平台支架、竖向导轨和平台架;所述平台支架沿着已完成楼层的外侧面搭设、且与已完成楼层拉结连接;所述竖向导轨有一组、平行间隔布置在已完成楼层的外侧面上,且与已完成楼层之间可拆卸连接;所述平台架搭设在平台支架上;平台架的内侧与竖向导轨可拆卸连接,平台架的上部超出已完成楼层的顶部、位于待施工楼层的外侧;所述平台架包括有平台板、竖向龙骨和安全网。本发明解决了传统的施工方法需占用较大的施工场地、采用吊装施工过程复杂需现场场地以及对结构施工要求低的技术问题。
An integrated lifting platform system and an assembly method thereof, wherein the integrated lifting platform system includes a platform support, a vertical guide rail and a platform frame; the platform support is erected along the outer side of a completed floor, and tie connection; the vertical guide rails have a set of parallel intervals arranged on the outer surface of the completed floor, and are detachably connected with the completed floor; the platform frame is erected on the platform support; the inner side of the platform frame is connected to the The vertical guide rails are detachably connected, and the upper part of the platform frame exceeds the top of the finished floor and is located outside the floor to be constructed; the platform frame includes a platform board, a vertical keel and a safety net. The invention solves the technical problems that the traditional construction method needs to occupy a relatively large construction site, the construction process of hoisting is complicated and site space is required, and the requirements for structural construction are low.
Description
技术领域technical field
本发明涉及建筑工程技术领域,特别是一种集成式升降平台系统及其拼装方法 。The invention relates to the technical field of construction engineering, in particular to an integrated lifting platform system and its assembly method.
背景技术Background technique
随着建筑业不断发展,超高层建筑逐渐增多,集成式升降平台的应用也更加广泛。目前集成式升降平台常规的安装方式为在地面成组拼装,整体吊装,具体施工步骤如下:步骤一,高层施工升降平台在地面成组拼装;步骤二,高层施工升降平台在地面安装导轨;步骤三,高层施工升降平台的起吊吊钩安装。With the continuous development of the construction industry, super high-rise buildings are gradually increasing, and the application of integrated lifting platforms is also more extensive. At present, the conventional installation method of the integrated lifting platform is to assemble in groups on the ground and hoist as a whole. The specific construction steps are as follows:
这种安装方式对场地要求较大、对结构施工要求高(结构施工两层、爬架安装时需拆除已搭设的外架)。This installation method has great requirements on the site and high requirements on the structure construction (the structure is constructed on two floors, and the outer frame that has been erected needs to be removed when the climbing frame is installed).
发明内容Contents of the invention
本发明涉及一种集成式升降平台系统及其拼装方法 ,要解决传统的施工方法需占用较大的施工场地、采用吊装施工过程复杂需现场场地以及对结构施工要求低的技术问题。The invention relates to an integrated lifting platform system and its assembly method, which solves the technical problems that the traditional construction method needs to occupy a relatively large construction site, the construction process of hoisting is complicated and site space is required, and the requirements for structural construction are low.
为实现上述技术目的,本发明采用如下技术方案。In order to achieve the above technical purpose, the present invention adopts the following technical solutions.
一种集成式升降平台系统,包括有平台支架、竖向导轨和平台架;所述平台支架沿着已完成楼层的外侧面搭设、且与已完成楼层拉结连接;An integrated lifting platform system, including a platform support, vertical guide rails and a platform frame; the platform support is erected along the outer side of the completed floor and connected with the completed floor by tie;
所述竖向导轨有一组、平行间隔布置在已完成楼层的外侧面上,且与已完成楼层之间可拆卸连接;所述竖向导轨的顶部超出最上层已完成楼层的顶部;The vertical guide rails have a set of parallel intervals arranged on the outer surface of the completed floors, and are detachably connected to the completed floors; the top of the vertical guide rails exceeds the top of the uppermost completed floor;
所述平台架搭设在平台支架上;其中,平台架的内侧与竖向导轨可拆卸连接,平台架的上部超出已完成楼层的顶部、位于待施工楼层的外侧;所述平台架包括有平台板、竖向龙骨和安全网;所述平台板有一组、沿竖向平行间隔布置;所述竖向龙骨有两组,分别布置在一组平台板的内外两侧;其中,每组竖向龙骨均沿平台板的长轴方向平行间隔布置,并且相邻的两根竖向龙骨与相邻的两块平台板围城矩形框架;所述安全网有一组,分别对应连接在平台板外侧的矩形框架中。The platform frame is erected on the platform support; wherein, the inner side of the platform frame is detachably connected with the vertical guide rail, and the upper part of the platform frame exceeds the top of the completed floor and is located outside the floor to be constructed; the platform frame includes a platform plate , vertical keels and safety nets; the platform boards have one group, arranged at intervals in parallel vertically; the vertical keels have two groups, which are respectively arranged on the inner and outer sides of a group of platform boards; wherein, each group of vertical keels They are all arranged at intervals in parallel along the long axis of the platform slab, and the two adjacent vertical keels surround the rectangular frame with the two adjacent platform slabs; the safety nets have one set, corresponding to the rectangular frames connected to the outside of the platform slab middle.
优选的,所述平台支架包括有立杆、横杆和纵杆;所述立杆有两排、两排立杆沿横向间隔布置;其中,每组立杆沿纵向平行间隔布置;Preferably, the platform support includes uprights, crossbars and longitudinal bars; the uprights have two rows, and the two rows of uprights are arranged at intervals along the transverse direction; wherein, each group of uprights is arranged at intervals in parallel along the longitudinal direction;
所述横杆有多组,其中每组横杆沿竖向平行间隔连接在横向相邻的两根立杆之间;There are multiple groups of cross bars, wherein each group of cross bars is connected between two horizontally adjacent upright bars along the vertical parallel interval;
所述纵杆有多组,沿横向平行间隔铺设在横杆的上方;其中最上层的纵杆铺设在横杆的下方,并且与对应的横杆固定连接。There are multiple groups of longitudinal bars, which are laid on the top of the cross bars at intervals in parallel along the transverse direction; wherein the uppermost longitudinal bars are laid under the cross bars and are fixedly connected to the corresponding cross bars.
优选的,所述平台支架的顶部位于已完成楼层顶部以下位置处,且与已完成楼层顶部的距离为100mm~300mm。Preferably, the top of the platform support is located below the top of the completed floor, and the distance from the top of the completed floor is 100 mm to 300 mm.
优选的,在已完成楼层的楼板上、靠近外侧面的位置处预埋有第一预埋件;所述平台支架中、靠近已完成楼层一侧的立杆与第一预埋件对应拉结连接。Preferably, a first embedded part is pre-embedded on the floor of the completed floor near the outer side; the vertical rod on the side of the platform support near the completed floor is connected with the first embedded part correspondingly connect.
优选的,在已完成楼层的外侧面上预埋有导座;所述竖向导轨与已完成楼层上的导座之间可拆卸连接。Preferably, a guide seat is pre-embedded on the outer surface of the completed floor; the vertical guide rail is detachably connected to the guide seat on the completed floor.
优选的,所述竖向导轨与平台架的竖向龙骨之间通过螺栓连接。Preferably, the vertical guide rail and the vertical keel of the platform frame are connected by bolts.
优选的,所述平台板由一组平台板单元拼接而成;其中,每块平台板单元包括有矩形框边和连接在矩形框边顶部的面板;在矩形框边的侧面上、沿其轴向间隔开设有连接孔;在矩形框边的内部、位于面板下方还设有水平支撑;Preferably, the platform board is spliced by a group of platform board units; wherein, each platform board unit includes a rectangular frame side and a panel connected to the top of the rectangular frame side; on the side of the rectangular frame side, along its axis Connecting holes are provided at intervals; a horizontal support is also provided inside the rectangular frame and below the panel;
所述竖向龙骨的侧面、沿其长轴向间隔开设有穿孔;所述竖向龙骨与平台板之间通过穿设在穿孔和连接孔中的螺栓连接。The side of the vertical keel is provided with perforations at intervals along its long axis; the vertical keel and the platform board are connected by bolts passing through the through holes and the connecting holes.
优选的,所述平台架中竖向相邻两个平台板之间的间距与待施工楼层的上下相邻楼板之间的间距相适应。Preferably, the distance between two vertically adjacent platform slabs in the platform frame is adapted to the distance between the upper and lower adjacent floor slabs of the floor to be constructed.
一种集成式升降平台系统及其拼装方法,包括步骤如下。An integrated lifting platform system and its assembly method include the following steps.
步骤一,在已完成楼层的外侧搭设平台支架,在对平台支架进行水平调整后,将平台支架与已完成楼层拉结连接。Step 1: Set up a platform support on the outside of the completed floor, and after adjusting the level of the platform support, tie the platform support to the completed floor.
步骤二,在平台支架的顶部铺设平台架的最底层平台板,并且在最底层平台板与平台支架之间设置第一斜撑。
步骤三,在已完成楼层的外侧面上平行间隔安装竖向导轨,使竖向导轨的顶部超出已完成楼层的顶部。
步骤四,在竖向导轨的外侧对应安装平台架的竖向龙骨和第二斜撑。Step 4: Correspondingly install the vertical keel of the platform frame and the second brace on the outside of the vertical guide rail.
步骤五,在竖向龙骨之间、位于最底层的平台板的上方安装第二层平台板,并且使第二层平台板到最底层平台板之间的间距与相邻楼板之间的间距相适应。
步骤六,拆掉第二斜撑,并且在相邻的两根竖向龙骨与相邻的两块平台板围城的矩形框架中安装安全网。
步骤七,重复步骤五至步骤六的过程,直至平台架的上部超出已完成楼层的顶部、位于待施工楼层的外侧。Step seven, repeat the process of steps five to six until the top of the platform frame exceeds the top of the completed floor and is positioned outside the floor to be constructed.
步骤八,施工待施工楼层,并且在待施工楼层的外侧面预埋导座。Step eight, construct the floor to be constructed, and pre-embed the guide seat on the outer surface of the floor to be constructed.
步骤九,在待施工楼层施工完毕后,铺设电源线,安装提升设备。Step 9: After the construction of the floor to be constructed is completed, power lines are laid and lifting equipment is installed.
步骤十,解除竖向导轨与平台架的竖向龙骨之间的连接,提升竖向导轨;提升到位后,将竖向导轨与已完工施工楼层上的导座可拆卸连接,解除提升设备。Step ten, remove the connection between the vertical guide rail and the vertical keel of the platform frame, and lift the vertical guide rail; after lifting in place, detachably connect the vertical guide rail with the guide seat on the completed construction floor, and release the lifting device.
步骤十一,重复步骤四与步骤十的过程,直至所有楼层施工完毕。Step 11: Repeat
与现有技术相比本发明具有以下特点和有益效果。Compared with the prior art, the present invention has the following characteristics and beneficial effects.
1、本发明中的集成式升降平台系统采用散拼的安装方式逐层安装,此安装方式不需现场场地,并且集成式升降平台系统的安装及后续的提升工作可随结构施工一起进行,安装方便快捷。1. The integrated lifting platform system in the present invention is installed layer by layer in a loose installation method. This installation method does not require a site, and the installation of the integrated lifting platform system and subsequent lifting work can be carried out together with the structural construction. Installation Convenient.
2、本发明中的平台板、竖向龙骨以及安全网的安装是随楼层进度安装,与传统的平台架在地面组装再进行吊装相比,无需现场停工等待平台架的组装和吊装,节约结构工程施工工期,简便快捷。2. The installation of the platform board, vertical keel and safety net in the present invention is installed with the progress of the floor. Compared with the traditional platform frame assembled on the ground and then hoisted, there is no need to stop work on site and wait for the assembly and hoisting of the platform frame, saving structure The construction period of the project is simple and fast.
3、本发明将平台架中的各个构件分开随楼层进度安装,避免了施工过程中对大型构件进行吊装,增加了施工的安全性、减少了施工成本。3. The present invention separates each component in the platform frame and installs it according to the progress of the floor, avoiding the hoisting of large components during the construction process, increasing the safety of the construction and reducing the construction cost.
4、本发明中的施工方法整个安装过程中均是采用预制构件,减少了现场浇筑,此过程不会产生建筑垃圾,能够满足绿色施工和节能环保的要求。4. The construction method of the present invention adopts prefabricated components throughout the installation process, which reduces on-site pouring. This process does not generate construction waste, and can meet the requirements of green construction, energy saving and environmental protection.
5、本发明中的平台支架的高度可以根据施工需求决定,并且无需搭设太高,然后在平台支架上搭设平台架体、并安装竖向导轨,在后期的施工只需用提升设备爬升竖向导轨和平台架即可满足施工要求,相比传统施工平台,减少了平台支架的工程量,降低了施工成本。5. The height of the platform support in the present invention can be determined according to the construction requirements, and it does not need to be erected too high. Then, the platform support body and vertical guide rails are installed on the platform support. In the later stage of construction, only the lifting equipment is needed to climb the vertical The guide rail and the platform frame can meet the construction requirements. Compared with the traditional construction platform, the engineering quantity of the platform support is reduced, and the construction cost is reduced.
附图说明Description of drawings
下面结合附图对本发明做进一步详细的说明。The present invention will be described in further detail below in conjunction with the accompanying drawings.
图1为本发明的平台支架搭设在已完成楼层外侧面的结构示意图。Fig. 1 is a structural schematic diagram of the platform support of the present invention erected on the outer side of a completed floor.
图2为本发明中平台板与竖向龙骨连接结构示意图。Fig. 2 is a schematic diagram of the connection structure between the platform slab and the vertical keel in the present invention.
图3为本发明中平台架的结构示意图。Fig. 3 is a structural schematic diagram of the platform frame in the present invention.
图4为本发明中相邻两块平台板单元连接结构示意图。Fig. 4 is a schematic diagram of the connection structure of two adjacent platform board units in the present invention.
图5为本发明中转角位置处平台板的连接结构示意图。Fig. 5 is a schematic diagram of the connection structure of the platform board at the corner position in the present invention.
图6为本发明中竖向导轨的结构示意图。Fig. 6 is a structural schematic diagram of the vertical guide rail in the present invention.
图7为本发明中矩形框边的侧面上开设连接孔的结构示意图。Fig. 7 is a structural schematic diagram of opening connection holes on the sides of the rectangular frame in the present invention.
图8为本发明中集成式升降平台系统安装在已完成楼层侧面的结构示意图。Fig. 8 is a structural schematic diagram of the integrated lifting platform system installed on the side of a completed floor in the present invention.
图9为本发明中的导座结构示意图。Fig. 9 is a schematic diagram of the structure of the guide seat in the present invention.
附图标记:1-平台支架、1.1-立杆、1.2-横杆、1.3-纵杆、2-竖向导轨、2.1-横向侧面、2.2-纵向侧面、2.2.1-竖杆、2.2.2-水平杆、2.3-连接短杆、3-平台架、3.1-平台板、3.1.1-矩形框边、3.1.2-面板、3.1.3-连接孔、3.1.4-水平支撑、3.2-竖向龙骨、3.2.1-穿孔、3.3-安全网、4-已完成楼层、5-第一预埋件、6-导座、6.1-导座主体、6.2-连接板、6.3-滑槽、6.4-纵向板、7-第一斜撑、8-第二斜撑。Reference signs: 1-platform support, 1.1-vertical bar, 1.2-horizontal bar, 1.3-longitudinal bar, 2-vertical guide rail, 2.1-transverse side, 2.2-longitudinal side, 2.2.1-vertical bar, 2.2.2 -horizontal bar, 2.3-connecting short bar, 3-platform frame, 3.1-platform plate, 3.1.1-rectangular frame edge, 3.1.2-panel, 3.1.3-connecting hole, 3.1.4-horizontal support, 3.2- Vertical keel, 3.2.1 - perforation, 3.3 - safety net, 4 - completed floor, 5 - first embedded part, 6 - guide seat, 6.1 - main body of guide seat, 6.2 - connecting plate, 6.3 - chute, 6.4 - Longitudinal plate, 7 - First diagonal brace, 8 - Second diagonal brace.
具体实施方式Detailed ways
下面结合附图,通过实施例对本发明做进一步说明。The present invention will be further described through the embodiments below in conjunction with the accompanying drawings.
如图1-9所示,这种集成式升降平台系统,包括有平台支架1、竖向导轨2和平台架3;所述平台支架1沿着已完成楼层4的外侧面搭设、且与已完成楼层4拉结连接;所述竖向导轨2有一组、平行间隔布置在已完成楼层4的外侧面上,且与已完成楼层4之间可拆卸连接;所述竖向导轨2的顶部超出最上层已完成楼层4的顶部;As shown in Figures 1-9, this integrated lifting platform system includes a
所述平台架3搭设在平台支架1上;其中,平台架3的内侧与竖向导轨2可拆卸连接,平台架3的上部超出已完成楼层4的顶部、位于待施工楼层的外侧;所述平台架3包括有平台板3.1、竖向龙骨3.2和安全网3.3;所述平台板3.1有一组、沿竖向平行间隔布置;所述竖向龙骨3.2有两组,分别布置在一组平台板3.1的内外两侧;其中,每组竖向龙骨3.2均沿平台板3.1的长轴方向平行间隔布置,并且相邻的两根竖向龙骨3.2与相邻的两块平台板3.1围城矩形框架;所述安全网3.3有一组,分别对应连接在平台板3.1外侧的矩形框架中。The
本实施例中,所述平台支架1包括有立杆1.1、横杆1.2和纵杆1.3;所述立杆1.1有两排、两排立杆1.1沿横向间隔布置;其中,每组立杆1.1沿纵向平行间隔布置;In this embodiment, the
所述横杆1.2有多组,其中每组横杆1.2沿竖向平行间隔连接在横向相邻的两根立杆1.1之间;There are multiple groups of crossbars 1.2, wherein each group of crossbars 1.2 is connected between two horizontally adjacent vertical rods 1.1 along vertical parallel intervals;
所述纵杆1.3有多组,沿横向平行间隔铺设在横杆1.2的上方;其中最上层的纵杆1.3铺设在横杆1.2的下方,并且与对应的横杆1.2固定连接。There are multiple groups of longitudinal bars 1.3, which are laid on the top of the cross bars 1.2 at intervals along the transverse direction; wherein the uppermost longitudinal bars 1.3 are laid under the cross bars 1.2 and are fixedly connected to the corresponding cross bars 1.2.
本实施例中,所述平台支架1中靠近已完成楼层4一侧的立杆1.1与已完成楼层4之间的间距不大于200mm,两排立杆1.1之间的间距在900mm左右。In this embodiment, the distance between the vertical rod 1.1 on the side of the
本实施例中,所述平台支架1的顶部位于已完成楼层4顶部以下位置处,且与已完成楼层4顶部的距离为100mm~300mm。In this embodiment, the top of the
本实施例中,平台支架1的高度根据实际施工需要搭设,其顶部可以二层已完成楼层4顶部以下位置处,或者三层已完成楼层4顶部以下位置处或者四层已完成楼层4顶部以下位置处等等。In this embodiment, the height of the
本实施例中,在已完成楼层4的楼板上、靠近外侧面的位置处预埋有第一预埋件5;所述平台支架1中、靠近已完成楼层4一侧的立杆1.1与第一预埋件5对应拉结连接。In this embodiment, the first embedded
本实施例中,所述第一预埋件5为预埋钢管或者钢筋或者其他金属杆件。In this embodiment, the first embedded
本实施例中,在已完成楼层4的外侧面上预埋有导座6;所述竖向导轨2与已完成楼层4上的导座6之间可拆卸连接。In this embodiment, a
本实施例中,所述导座6包括有导座主体6.1;所述导座主体6.1整体呈矩形立体结构;在导座主体6.1与已完成楼层4连接一侧的侧面上设有竖向的连接板6.2,所述导座6通过连接板6.2与已完成楼层4相连接;在导座主体6.1与竖向导轨2连接一侧的侧面上开设有竖向的滑槽6.3,滑槽6.3中、靠近中间位置处设有纵向板6.4;所述纵向板6.4上开设有螺栓孔。In this embodiment, the
本实施例中,所述竖向导轨2的水平切面呈T形,包括有横向侧面2.1和纵向侧面2.2;所述纵向侧面2.2为一块竖向板,在竖向板上、沿其长轴方向间隔开设有螺栓孔;所述横向侧面2.1包括有两根竖杆2.2.1和一组沿竖向连接在两根竖杆2.2.1之间的水平杆2.2.2;所述竖向板的一条侧边通过一组连接短杆2.3与一组水平杆2.2.2对应连接;所述竖向导轨2插设在导座主体6.1上的滑槽6.3中,并且竖向导轨2的纵向侧面2.2与滑槽6.3中的纵向板6.4之间通过螺栓连接。In this embodiment, the horizontal section of the
本实施例中,所述竖向导轨2与平台架3的竖向龙骨3.2之间通过螺栓连接。In this embodiment, the
本实施例中,所述平台板3.1由一组平台板单元拼接而成;其中,每块平台板单元包括有矩形框边3.1.1和连接在矩形框边3.1.1顶部的面板3.1.2;在矩形框边3.1.1的侧面上、沿其轴向间隔开设有连接孔3.1.3;在矩形框边3.1.1的内部、位于面板3.1.2下方还设有水平支撑3.1.4;In this embodiment, the platform board 3.1 is spliced by a group of platform board units; wherein, each platform board unit includes a rectangular frame side 3.1.1 and a panel 3.1.2 connected to the top of the rectangular frame side 3.1.1 ; On the side of the rectangular frame 3.1.1, there are connecting holes 3.1.3 spaced apart along its axial direction; inside the rectangular frame 3.1.1, a horizontal support 3.1.4 is provided below the panel 3.1.2;
所述竖向龙骨3.2的侧面、沿其长轴向间隔开设有穿孔3.2.1;所述竖向龙骨3.2与平台板3.1之间通过穿设在穿孔3.2.1和连接孔3.1.3中的螺栓连接。The side of the vertical keel 3.2 is provided with perforations 3.2.1 at intervals along its long axis; the vertical keel 3.2 and the platform plate 3.1 pass through the perforation 3.2.1 and the connecting hole 3.1.3 Bolted.
如图4所示,当平台架位于主体结构转角位置处时,纵横相连的两块平台板3.1之间通过螺栓连接。As shown in Figure 4, when the platform frame is located at the corner of the main structure, the two platform plates 3.1 connected vertically and horizontally are connected by bolts.
本实施例中,所述平台架3中竖向相邻两个平台板3.1之间的间距与待施工楼层的上下相邻楼板之间的间距相适应。In this embodiment, the distance between two vertically adjacent platform boards 3.1 in the
这种集成式升降平台系统及其拼装方法,包括步骤如下。The integrated lifting platform system and its assembly method include the following steps.
步骤一,在已完成楼层4的外侧搭设平台支架1,在对平台支架1进行水平调整后,将平台支架1与已完成楼层4拉结连接。Step 1: Set up the
步骤二,在平台支架1的顶部铺设平台架3的最底层平台板3.1,并且在最底层平台板3.1与平台支架1之间设置第一斜撑7。
步骤三,在已完成楼层4的外侧面上平行间隔安装竖向导轨2,使竖向导轨2的顶部超出已完成楼层4的顶部。
步骤四,在竖向导轨2的外侧对应安装平台架3的竖向龙骨3.2和第二斜撑8。Step 4: Correspondingly install the vertical keel 3.2 of the
步骤五,在竖向龙骨3.2之间、位于最底层的平台板3.1的上方安装第二层平台板3.1,并且使第二层平台板3.1到最底层平台板3.1之间的间距与相邻楼板之间的间距相适应。Step five, install the second floor platform slab 3.1 between the vertical keels 3.2 and above the lowest platform slab 3.1, and make the distance between the second floor platform slab 3.1 and the bottommost platform slab 3.1 the same as that of the adjacent floor slab Compatible with the spacing between them.
步骤六,拆掉第二斜撑8,并且在相邻的两根竖向龙骨3.2与相邻的两块平台板3.1围城的矩形框架中安装安全网3.3。Step six, remove the
步骤七,重复步骤五至步骤六的过程,直至平台架3的上部超出已完成楼层4的顶部、位于待施工楼层的外侧。Step seven, repeat the process of steps five to six until the top of the
步骤八,施工待施工楼层,并且在待施工楼层的外侧面预埋导座6。Step eight, construct the floor to be constructed, and pre-embed the
步骤九,在待施工楼层施工完毕后,铺设电源线,安装提升设备。Step 9: After the construction of the floor to be constructed is completed, power lines are laid and lifting equipment is installed.
步骤十,解除竖向导轨2与平台架3的竖向龙骨3.2之间的连接,提升竖向导轨2;提升到位后,将竖向导轨2与已完工施工楼层上的导座6可拆卸连接,解除提升设备。Step ten, release the connection between the
步骤十一,重复步骤四与步骤十的过程,直至所有楼层施工完毕。Step 11: Repeat steps 4 and 10 until all floors are finished.
本说明书实施例所述的内容仅仅是对发明构思的实现型式的列举,本发明的保护范围不应当被视为仅限于实施例所陈述的具体形式,本发明的保护范围也及于本领域技术人员根据本发明构思所能够想到的等同技术手段。The content described in the embodiments of this specification is only an enumeration of the implementation types of the inventive concept, and the protection scope of the present invention should not be regarded as limited to the specific forms stated in the embodiments. Equivalent technical means that a person can think of based on the concept of the present invention.
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| CN111395726A (en) * | 2020-03-30 | 2020-07-10 | 淮安市博彦土木工程科学研究院有限公司 | Method for erecting lifting platform for layered construction |
| CN112096031A (en) * | 2020-09-10 | 2020-12-18 | 重庆安谐建筑脚手架有限公司 | Assembly lifting type operation protection platform |
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| GB9325745D0 (en) * | 1993-12-16 | 1994-02-16 | Jean Andrew F | Method of building a mutli-storey building |
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| CN203361596U (en) * | 2013-06-17 | 2013-12-25 | 中国建筑第五工程局有限公司 | Auxiliary support of integrated lifting operation platform |
| CN205224566U (en) * | 2015-11-16 | 2016-05-11 | 中国三冶集团有限公司 | Hydraulic pressure scaffold that goes up and down for construction |
| CN106006305A (en) * | 2016-06-07 | 2016-10-12 | 中国十七冶集团有限公司 | Automatic lifting type material platform |
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| CN105442839A (en) * | 2015-09-06 | 2016-03-30 | 上海建工七建集团有限公司 | Erecting method of cantilever structure formwork bent |
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