CN108331370B - A reversible staircase construction plank road - Google Patents

A reversible staircase construction plank road Download PDF

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Publication number
CN108331370B
CN108331370B CN201810005660.7A CN201810005660A CN108331370B CN 108331370 B CN108331370 B CN 108331370B CN 201810005660 A CN201810005660 A CN 201810005660A CN 108331370 B CN108331370 B CN 108331370B
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main beam
rotatable
bracket
upright
bearing
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CN108331370A (en
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黄澎
蓝宇源
唐培成
朱红年
邹佳恒
林玉梅
龙期亮
覃芝菱
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Guangxi Construction Engineering Group Third Construction Engineering Co
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Guangxi Construction Engineering Group Third Construction Engineering Co
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    • 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
    • E04G27/00Temporary arrangements for giving access from one level to another for men or vehicles, e.g. steps, ramps
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

The invention discloses a reversible stair construction trestle, which relates to the building construction technology and comprises a rotatable main beam, a fixed main beam, an upper vertical column I, an upper vertical column II, a lower vertical column I, a lower vertical column II, a step bearing frame, a stair pedal and an anti-overturning supporting device, wherein the upper end and the lower end of the rotatable main beam are respectively connected with the upper vertical column I and the lower vertical column I, the inner sides of the upper vertical column I and the lower vertical column I are respectively fixedly connected with a bearing I connected with the upper end and the lower end of the rotatable main beam, the upper end and the lower end of the fixed main beam are respectively fixedly connected with the upper vertical column II and the lower vertical column II, the step bearing frame is fixedly connected between the rotatable main beam and the fixed main beam, the stair pedal is positioned on the step bearing frame, the anti-overturning supporting device comprises a main connecting shaft connected with the middle part of the fixed main beam and a supporting device connected with the outer end of the main connecting shaft and capable of rotating and swinging relative to the main connecting shaft, and the rotatable main beam can drive the fixed main beam, the step bearing frame, the stair pedal and the anti-overturning supporting device to rotate together between the upper vertical column I and the lower vertical column I.

Description

一种可翻转的楼梯施工栈道A reversible staircase construction plank road

技术领域Technical field

本发明涉及建筑施工技术,特别涉及一种在施工中用的楼梯施工栈道。The invention relates to building construction technology, and in particular to a stair construction plank used in construction.

背景技术Background technique

在建工程项目在完成第n层楼面混凝土施工后,在进入第n+1层施工时,施工人员上下楼层的做法有:利用简陋木梯,或攀爬模板钢管支撑架,但较常见的做法是:利用建筑物设计楼梯模板作为人员上下、轻便材料及工具搬运的主要通道。After completing the concrete construction of the nth floor of the project under construction, when entering the n+1th floor construction, the methods for construction workers to go up and down the floor include: using simple wooden ladders, or climbing the formwork steel pipe support frame, but the more common The method is to use the building design stair template as the main passage for people to go up and down, and for the transportation of light materials and tools.

现有做法存在以下不足之处:Existing practices have the following shortcomings:

1、安全无保障:楼梯梯段板钢筋安装前,一般是在梯板上间隔钉防滑条作为上下支撑点,但由于梯板板面光滑、坡度较陡、需搬运轻便材料及工具等诸多原因,人员摔倒现象时有发生;1. Safety is not guaranteed: Before installing the steel bars of the stair ladder, anti-slip strips are usually nailed at intervals on the ladder board as upper and lower support points. However, due to many reasons such as the smooth surface of the ladder board, steep slope, and the need to carry light materials and tools, etc. , people falling down happen from time to time;

2、梯板成型钢筋质量受影响:楼梯梯段板安装完成后,作业人员利用成型的梯板钢筋网片作防滑设施,上下踩踏,钢筋的绑扎点、保护层厚度、间距等均受到严重破坏;2. The quality of the ladder plate's formed steel bars is affected: After the stair riser board is installed, the workers use the formed ladder plate steel mesh as anti-slip facilities and step up and down. The lashing points, protective layer thickness, spacing, etc. of the steel bars are seriously damaged. ;

3、踢面模板安装成品受破坏:踢面模板完成安装后,作业人员踩着踢面模板上下,易导致位移和脱落,而在楼梯混凝土浇筑、抹面过程中,工人踩在踢面模板上完成浇筑、振捣、抹面等工序,导致模板位移,这也是拆模后的楼梯踏步出现截面尺寸偏差、梯板构件表面观感差的原因之一。3. The finished product of the riser formwork installation is damaged: after the riser formwork is installed, workers step on the riser formwork up and down, which can easily cause displacement and falling off. During the concrete pouring and plastering process of the stairs, workers step on the riser formwork to complete the work. Processes such as pouring, vibrating, and plastering lead to displacement of the formwork, which is also one of the reasons why the stair treads have cross-sectional size deviations after the formwork is removed and the surface appearance of the ladder components is poor.

发明内容Contents of the invention

本发明的目的是针对上述现有技术存在的缺陷,提供一种可翻转的楼梯施工栈道,其便捷、安全,能保障模板、钢筋、混凝土等半成品的质量,且使用不会对模板安装、钢筋绑扎、混凝土浇捣等相邻工序的施工形成相互制约、相互掣肘。The object of the present invention is to provide a reversible stair construction plank in view of the above-mentioned shortcomings of the prior art, which is convenient and safe, can ensure the quality of semi-finished products such as formwork, steel bars, and concrete, and does not cause damage to the formwork installation, steel bars, etc. The construction of adjacent processes such as banding and concrete pouring forms mutual constraints and constraints.

本发明为实现上述目的采用的技术方案是:一种可翻转的楼梯施工栈道,包括可旋转主梁、固定式主梁、上立柱Ⅰ、上立柱Ⅱ、下立柱Ⅰ、下立柱Ⅱ、踏步承力架、楼梯踏板、防倾覆撑装置,可旋转主梁上端与上立柱Ⅰ连接,可旋转主梁下端与下立柱Ⅰ连接,上立柱Ⅰ和下立柱Ⅰ内侧分别固定连接有与可旋转主梁上下端连接的轴承Ⅰ,固定式主梁上端与上立柱Ⅱ固定连接,固定式主梁下端与下立柱Ⅱ固定连接,踏步承力架固定连接在可旋转主梁与固定式主梁之间,楼梯踏板定位在踏步承力架上,防倾覆撑装置包括与固定式主梁的外壁靠中部位置固定连接的主连接轴及连接在主连接轴外端可相对主连接轴转动和摆动的支撑装置,可旋转主梁可带动固定式主梁、踏步承力架、楼梯踏板、防倾覆撑装置与其一起在上立柱Ⅰ和下立柱Ⅰ之间转动。The technical solution adopted by the present invention to achieve the above object is: a reversible stair construction plank road, which includes a rotatable main beam, a fixed main beam, an upper column I, an upper column II, a lower column I, a lower column II, and a step bearing. Force frame, stair tread, anti-overturning support device, the upper end of the rotatable main beam is connected to the upper column I, the lower end of the rotatable main beam is connected to the lower column I, the inner sides of the upper column I and lower column I are respectively fixedly connected to the rotatable main beam The bearing I connected at the upper and lower ends, the upper end of the fixed main beam is fixedly connected to the upper column II, the lower end of the fixed main beam is fixedly connected to the lower column II, and the step bearing frame is fixedly connected between the rotatable main beam and the fixed main beam. The stair treads are positioned on the step load-bearing frame. The anti-overturning support device includes a main connecting shaft fixedly connected to the middle position of the outer wall of the fixed main beam and a support device connected to the outer end of the main connecting shaft that can rotate and swing relative to the main connecting shaft. , the rotatable main beam can drive the fixed main beam, step load-bearing frame, stair treads, and anti-overturning support device to rotate between the upper column I and the lower column I.

本发明的进一步技术方案是:所述可旋转主梁包括上段可旋转主梁和下段可旋转主梁,在上段可旋转主梁和下段可旋转主梁之间连接有可旋转连接件;所述固定式主梁包括上段固定式主梁和下段固定式主梁,在上段固定式主梁和下段固定式主梁之间连接有托槽连接件,可旋转连接件下侧外壁和托槽连接件下侧外壁分别连接有向下延伸的中立柱,两条中立柱之间连接有中立柱连接杆。A further technical solution of the present invention is: the rotatable main beam includes an upper rotatable main beam and a lower rotatable main beam, and a rotatable connector is connected between the upper rotatable main beam and the lower rotatable main beam; The fixed main beam includes an upper fixed main beam and a lower fixed main beam. A bracket connector is connected between the upper fixed main beam and the lower fixed main beam. The lower outer wall of the rotatable connector and the bracket connector are The lower outer walls are respectively connected to center columns extending downward, and a center column connecting rod is connected between the two center columns.

本发明的进一步技术方案是:所述可旋转连接件包括套管Ⅰ、套管Ⅱ、开牙钢管,开牙钢管两端分别设有外螺纹,套管Ⅰ、套管Ⅱ的第一端内侧管壁分别设有一段与开牙钢管的外螺纹相配合的内螺纹,套管Ⅰ、套管Ⅱ的第二端内侧管壁分别固定连接有轴承Ⅱ,套管Ⅰ、套管Ⅱ的第一端分别通过内螺纹与开牙钢管两端的外螺纹连接,上段可旋转主梁的上端与上立柱Ⅰ内侧的轴承Ⅰ连接,上段可旋转主梁的下端与套管Ⅰ第二端内侧的轴承Ⅱ连接,下段可旋转主梁的下端与下立柱Ⅰ内侧的轴承Ⅰ连接,下段可旋转主梁的上端与套管Ⅱ第二端内侧的轴承Ⅱ连接,中立柱与套管Ⅱ的下侧外壁连接。A further technical solution of the present invention is: the rotatable connector includes a casing I, a casing II, and an open-thread steel pipe. Both ends of the open-thread steel pipe are respectively provided with external threads, and the inner sides of the first ends of the casing I and casing II are The pipe wall is respectively provided with a section of internal thread that matches the external thread of the open-threaded steel pipe. The inner pipe walls of the second ends of casing I and casing II are respectively fixedly connected with bearings II. The first ends of casing I and casing II are respectively fixedly connected. The ends are connected to the external threads at both ends of the open-thread steel pipe through internal threads. The upper end of the upper rotatable main beam is connected to the bearing I on the inside of the upper column I. The lower end of the upper rotatable main beam is connected to the bearing II on the inside of the second end of the casing I. connection, the lower end of the lower rotatable main beam is connected to the bearing I on the inside of the lower column I, the upper end of the lower rotatable main beam is connected to the bearing II on the inside of the second end of the casing II, and the middle column is connected to the lower outer wall of the casing II. .

本发明的进一步技术方案是:所述托槽连接件包括插销及管状的托槽,托槽的内径稍大于上段固定式主梁及下段固定式主梁的外径,托槽上下端的槽壁上分别设有位置相互对应的插销孔,上段固定式主梁的上端与上立柱Ⅱ固定连接,上段固定式主梁的下端由托槽上端口插入托槽并通过插销与托槽相互定位,下段固定式主梁的下端与下立柱Ⅱ固定连接,下段固定式主梁的上端由托槽下端口插入托槽并通过插销与托槽相互定位,中立柱与托槽的下侧外壁连接。A further technical solution of the present invention is: the bracket connector includes a latch and a tubular bracket. The inner diameter of the bracket is slightly larger than the outer diameter of the upper fixed main beam and the lower fixed main beam. There are latch holes corresponding to each other. The upper end of the fixed main beam in the upper section is fixedly connected to the upper column II. The lower end of the fixed main beam in the upper section is inserted into the bracket through the upper port of the bracket and positioned with the bracket through the latch. The lower section is fixed. The lower end of the main beam is fixedly connected to the lower column II. The upper end of the lower fixed main beam is inserted into the bracket through the lower port of the bracket and positioned with the bracket through the latch. The middle column is connected to the lower outer wall of the bracket.

本发明的进一步技术方案是:所述中立柱包括支撑钢管、液压支撑杆、地爪连接螺杆及地爪,支撑钢管上端与可旋转连接件外壁或托槽连接件外壁连接,液压支撑杆上端与支撑钢管下端连接,液压支撑杆下端与地爪连接螺杆上端连接,地爪中部设有与地爪连接螺杆相配合的通孔,地爪套在地爪连接螺杆上,地爪连接螺杆下端连接有将地爪定位在地爪连接螺杆上的固定螺母。A further technical solution of the present invention is: the neutral column includes a support steel pipe, a hydraulic support rod, a ground claw connecting screw and a ground claw. The upper end of the support steel pipe is connected to the outer wall of the rotatable connector or the outer wall of the bracket connector, and the upper end of the hydraulic support rod is connected to the outer wall of the rotatable connector or the outer wall of the bracket connector. The lower end of the support steel pipe is connected. The lower end of the hydraulic support rod is connected to the upper end of the ground claw connecting screw. The middle part of the ground claw is provided with a through hole that matches the ground claw connecting screw. The ground claw is sleeved on the ground claw connecting screw. The lower end of the ground claw connecting screw is connected with Position the ground claw on the fixing nut on the ground claw connecting screw.

本发明的进一步技术方案是:所述地爪整体外轮廓为上小下大的圆台状,通孔设置在地爪的上端,地爪下端设有均匀排布的突齿,地爪可转动的套在地爪连接螺杆上,地爪可相对地爪连接螺杆的轴线在0~60度范围内倾斜。A further technical solution of the present invention is: the overall outer contour of the ground claw is in the shape of a truncated cone with a small top and a large bottom, a through hole is provided at the upper end of the ground claw, and the lower end of the ground claw is provided with evenly arranged protruding teeth, and the ground claw can rotate. It is placed on the ground claw connecting screw, and the ground claw can be tilted within the range of 0 to 60 degrees relative to the axis of the ground claw connecting screw.

本发明的进一步技术方案是:所述支撑装置包括连接钢片、连接销轴、支撑杆,连接钢片为“[”状,连接钢片的竖直臂与主连接轴连接并可相对主连接轴转动,连接销轴连接在连接钢片的两块水平臂间,且支撑杆一端可转动地连接在连接钢片两块水平臂间的连接销轴上。A further technical solution of the present invention is: the support device includes a connecting steel sheet, a connecting pin, and a support rod. The connecting steel sheet is in the shape of "[", and the vertical arm of the connecting steel sheet is connected to the main connecting shaft and can be connected relative to the main connecting shaft. The shaft rotates, the connecting pin is connected between the two horizontal arms connecting the steel sheets, and one end of the support rod is rotatably connected to the connecting pin between the two horizontal arms connecting the steel sheets.

本发明的进一步技术方案是:所述踏步承力架包括两条竖直承力臂和两条水平承力臂,两条水平承力臂同侧的一端端部分别与两条竖直承力臂的底端垂直连接,两条水平承力臂远离两条竖直承力臂的一端之间连接有中间承力臂,两条竖直承力臂的上端、水平承力臂与中间承力臂的连接处分别与可旋转主梁内侧壁及固定式主梁内侧壁固定连接,楼梯踏板定位在两条水平承力臂及中间承力臂所围成的空间中。A further technical solution of the present invention is that the step load-bearing frame includes two vertical load-bearing arms and two horizontal load-bearing arms, and one end of the two horizontal load-bearing arms on the same side is connected with the two vertical load-bearing arms respectively. The bottom ends of the arms are connected vertically. The ends of the two horizontal load-bearing arms away from the two vertical load-bearing arms are connected with an intermediate load-bearing arm. The upper ends of the two vertical load-bearing arms, the horizontal load-bearing arms and the middle load-bearing arm are connected. The joints of the arms are fixedly connected to the inner wall of the rotatable main beam and the inner wall of the fixed main beam respectively. The stair treads are positioned in the space surrounded by two horizontal load-bearing arms and a middle load-bearing arm.

本发明的进一步技术方案是:所述楼梯踏板为玻璃钢格栅。A further technical solution of the present invention is that the stair treads are fiberglass gratings.

本发明的进一步技术方案是:所述上立柱Ⅰ包括上竖直段立柱Ⅰ及倾斜连接在上竖直段立柱Ⅰ上端并向下延伸的上立柱连接臂Ⅰ,下立柱Ⅰ包括下竖直段立柱Ⅰ及倾斜连接在下竖直段立柱Ⅰ上端并向上延伸的下立柱连接臂Ⅰ,轴承Ⅰ分别设置在上立柱连接臂Ⅰ和下立柱连接臂Ⅰ中,可旋转主梁的上端与上立柱连接臂Ⅰ中的轴承Ⅰ连接,可旋转主梁的下端与下立柱连接臂Ⅰ中的轴承Ⅰ连接;上立柱Ⅱ包括上竖直段立柱Ⅱ及倾斜连接在上竖直段立柱Ⅱ上端并向下延伸的上立柱连接臂Ⅱ,下立柱Ⅱ包括下竖直段立柱Ⅱ及倾斜连接在下竖直段立柱Ⅱ上端并向上延伸的下立柱连接臂Ⅱ,固定式主梁的上端与上立柱连接臂Ⅱ连接,固定式主梁的下端与下立柱连接臂Ⅱ连接。A further technical solution of the present invention is: the upper column I includes an upper vertical section column I and an upper column connecting arm I inclinedly connected to the upper end of the upper vertical section column I and extending downward, and the lower column I includes a lower vertical section The upright column I and the lower column connecting arm I that is inclined and connected to the upper end of the lower vertical section column I and extends upward. The bearing I is respectively provided in the upper column connecting arm I and the lower column connecting arm I. The upper end of the rotatable main beam is connected to the upper column. The bearing I in the arm I is connected, and the lower end of the rotatable main beam is connected to the bearing I in the lower column connecting arm I; the upper column II includes the upper vertical section column II and is connected obliquely to the upper end of the upper vertical section column II and downwards The extended upper column connecting arm II, the lower column II includes the lower vertical section column II and the lower column connecting arm II that is inclined and connected to the upper end of the lower vertical section column II and extends upward. The upper end of the fixed main beam and the upper column connecting arm II connection, the lower end of the fixed main beam is connected to the lower column connecting arm II.

本发明可翻转的楼梯施工栈道具有如下有益效果:The reversible stair construction plank of the present invention has the following beneficial effects:

1、本发明可翻转的楼梯施工栈道既解决梯踏步通行人员上下问题的同时,又能保障其人身安全;楼梯施工栈道自带有支撑的装置,不需要搭在模板或钢筋上,能够有效保障模板、钢筋、混凝土等半成品的质量,方便施工;1. The reversible stair construction plank of the present invention not only solves the problem of people walking up and down the ladder, but also ensures their personal safety; the stair construction plank has its own supporting device and does not need to be placed on the formwork or steel bars, which can effectively ensure The quality of semi-finished products such as formwork, steel bars, and concrete facilitates construction;

2、本发明可翻转的楼梯施工栈道通过可旋转主梁的连接轴承Ⅰ,可实现栈道上段、下段的独立翻转及栈道的整体翻转,翻转角度为0°~180°,在保证人员通行的同时,尽可能的减少对板筋布设、模板安装、混凝土浇捣等工序的干扰;栈道总体长度可根据设计图纸上的梯段长度自行调节,下段为固定长度,上段为可调长度,可旋转主梁与固定式主梁可结合现场情况进行位置互换,中立柱中设有液压支撑杆,一定程度上支撑、控制、调节栈道架体高度,地爪以立柱为垂线,沿梯板长度方向进行0°~60°调节,对不同坡度的梯板均能良好适应,在上、下段固定式主梁中部设防倾覆撑装置,对翻转立起的栈道(角度<90°)进行有效支撑,本发明设计合理、结构稳定、拆装简便,能结合现场条件灵活布置;2. The reversible stair construction plank of the present invention can achieve independent flipping of the upper and lower sections of the plank and overall flipping of the plank through the connecting bearing I of the rotatable main beam. The flip angle is 0° to 180°, while ensuring the passage of people. , as much as possible to reduce the interference with slab laying, formwork installation, concrete pouring and other processes; the overall length of the plank road can be adjusted according to the length of the steps on the design drawings, the lower section is a fixed length, the upper section is an adjustable length, and the main rotatable The position of the beam and the fixed main beam can be interchanged based on the site conditions. There is a hydraulic support rod in the middle column to support, control and adjust the height of the plank road frame to a certain extent. The ground claws use the vertical column as a vertical line, along the length of the ladder board. Adjustable from 0° to 60°, it can adapt well to ladders with different slopes. Anti-overturning support devices are installed in the middle of the fixed main beams in the upper and lower sections to effectively support the overturned and erected planks (angle <90°). The invention has reasonable design, stable structure, easy disassembly and assembly, and can be flexibly arranged according to site conditions;

3、本发明可翻转的楼梯施工栈道取材方便,可采用钢、铝合金等多种材料制作,可现场制作,也可工厂化批量生产。3. The reversible staircase construction plank road of the present invention is easy to use and can be made of various materials such as steel and aluminum alloy. It can be made on-site or mass-produced in a factory.

下面结合附图和实施例对本发明可翻转的楼梯施工栈道作进一步的说明。The reversible stair construction plank road of the present invention will be further described below in conjunction with the accompanying drawings and embodiments.

附图说明Description of drawings

图1是本发明可翻转的楼梯施工栈道的可旋转主梁与上立柱Ⅰ、下立柱Ⅰ及中立柱连接的结构示意图;Figure 1 is a structural schematic diagram of the rotatable main beam of the reversible stair construction plank road of the present invention connected to the upper column I, the lower column I and the middle column;

图2是本发明可翻转的楼梯施工栈道的固定式主梁与上立柱Ⅱ、下立柱Ⅱ及中立柱连接的结构示意图;Figure 2 is a schematic structural diagram of the connection between the fixed main beam of the reversible stairway construction plank of the present invention and the upper column II, the lower column II and the middle column;

图3是可旋转连接件与上段可旋转主梁及下段可旋转主梁连接的示意图;Figure 3 is a schematic diagram of the connection between the rotatable connector and the upper rotatable main beam and the lower rotatable main beam;

图4是在图3的基础上将套管Ⅰ、套管Ⅱ分别做局部剖切后的示意图;Figure 4 is a schematic diagram of partially sectioned casing I and casing II based on Figure 3;

图5是托槽连接件的结构示意图;Figure 5 is a schematic structural diagram of the bracket connector;

图6是图5所示托槽连接件与上段固定式主梁及下段固定式主梁连接的结构示意图;Figure 6 is a structural schematic diagram of the connection between the bracket connector shown in Figure 5 and the upper fixed main beam and the lower fixed main beam;

图7是中立柱与旋转连接件及托槽连接件连接的结构示意图;Figure 7 is a schematic structural diagram of the connection between the central column, the rotating connector and the bracket connector;

图8是中立柱的局部分解图;Figure 8 is a partially exploded view of the center column;

图9是中立柱的组合结构示意图;Figure 9 is a schematic diagram of the combined structure of the center column;

图10是中立柱的地爪转动后的结构示意图;Figure 10 is a schematic structural diagram of the center column's ground claw after rotation;

图11是中立柱的液压支撑杆收回后的结构示意图;Figure 11 is a schematic structural diagram of the hydraulic support rod of the center column after it is retracted;

图12是防倾覆撑装置的结构示意图;Figure 12 is a schematic structural diagram of the anti-overturning support device;

图13是踏步承力架的结构示意图;Figure 13 is a schematic structural diagram of the step bearing frame;

图14是踏步承力架与可旋转主梁或固定式主梁连接的结构示意图;Figure 14 is a schematic structural diagram of the connection between the step load-bearing frame and the rotatable main beam or fixed main beam;

图15是玻璃钢格栅的结构示意图;Figure 15 is a schematic structural diagram of the fiberglass grating;

图16是上段可旋转主梁与上立柱Ⅰ连接的结构示意图;Figure 16 is a schematic structural diagram of the connection between the upper rotatable main beam and the upper column I;

图17是在图16的基础上将上立柱Ⅰ做局部剖切后的示意图;Figure 17 is a schematic diagram of the upper column I after partial sectioning based on Figure 16;

图18是下段可旋转主梁与下立柱Ⅰ连接的结构示意图;Figure 18 is a schematic structural diagram of the connection between the lower rotatable main beam and the lower column I;

图19是在图18的基础上将下立柱Ⅰ做局部剖切后的示意图;Figure 19 is a schematic diagram of the lower column I partially cut away based on Figure 18;

图20是上段固定式主梁与上立柱Ⅱ连接的结构示意图;Figure 20 is a structural schematic diagram of the connection between the upper fixed main beam and the upper column II;

图21是在图20的基础上将上立柱Ⅱ做局部剖切后的示意图;Figure 21 is a schematic diagram of the upper column II partially cut away based on Figure 20;

图22是下段固定式主梁与下立柱Ⅱ连接的结构示意图;Figure 22 is a structural schematic diagram of the connection between the lower fixed main beam and the lower column II;

图23是在图22的基础上将下立柱Ⅱ做局部剖切后的示意图;Figure 23 is a schematic diagram of the lower column II partially cut away based on Figure 22;

图24是可旋转主梁、固定式主梁、踏步承力架等框架结构连接后的的结构示意图;Figure 24 is a schematic structural diagram of the rotatable main beam, fixed main beam, step bearing frame and other frame structures after they are connected;

图25是本发明可翻转的楼梯施工栈道的结构示意图;Figure 25 is a schematic structural diagram of the reversible stair construction plank road of the present invention;

图26是本发明可翻转的楼梯施工栈道翻转60度后的结构示意图(为对比翻转前后的结构,图中仅将上段楼梯施工栈道示意为翻转后的状态);Figure 26 is a schematic structural diagram of the reversible stair construction plank of the present invention after it is flipped 60 degrees (in order to compare the structure before and after the flip, only the upper section of the stair construction plank is shown in the flipped state);

图27是本发明可翻转的楼梯施工栈道翻转90度后的结构示意图(为对比翻转前后的结构,图中仅将上段楼梯施工栈道示意为翻转后的状态);Figure 27 is a schematic structural diagram of the reversible stair construction plank of the present invention after it is flipped 90 degrees (in order to compare the structure before and after the flip, only the upper section of the stair construction plank is shown in the flipped state);

附图标号说明:1-下立柱Ⅰ,2-下段可旋转主梁,3-可旋转连接件,4-上段可旋转主梁,5-上立柱Ⅰ,6-中立柱,7-下立柱Ⅱ,8-下段固定式主梁,9-托槽连接件,10-上段固定式主梁,11-上立柱Ⅱ,12-防倾覆撑装置,13-套管Ⅱ,14-开牙钢管,15-套管Ⅰ,16-轴承Ⅱ,17-托槽,18-插销孔,19-插销,20-中立柱连接杆,21-支撑钢管,22-液压支撑杆,23-地爪连接螺杆,24-地爪,25-固定螺母,26-主连接轴,27-连接钢片,28-连接销轴,29-支撑杆,30-竖直承力臂,31-水平承力臂,32-中间承力臂,33-踏步承力架,34-楼梯踏板, 35-支撑装置,36-上竖直段立柱Ⅰ,37-上立柱连接臂Ⅰ,38-轴承Ⅰ,39-下竖直段立柱Ⅰ,40-下立柱连接臂Ⅰ,41-上立柱连接臂Ⅱ,42-上竖直段立柱Ⅱ,43-下竖直段立柱Ⅱ,44-下立柱连接臂Ⅱ。Explanation of reference numbers: 1-lower column I, 2-lower rotatable main beam, 3-rotatable connector, 4-upper rotatable main beam, 5-upper column I, 6-middle column, 7-lower column II ,8-Lower fixed main beam,9-Bracket connector,10-Upper fixed main beam,11-Upper column II,12-Anti-overturning support device,13-Casing II,14-Open tooth steel pipe,15 - Bushing I, 16 - Bearing II, 17 - Bracket, 18 - Latch hole, 19 - Latch, 20 - Middle column connecting rod, 21 - Support steel pipe, 22 - Hydraulic support rod, 23 - Ground claw connecting screw, 24 -Ground claw, 25-fixing nut, 26-main connecting shaft, 27-connecting steel plate, 28-connecting pin, 29-support rod, 30-vertical load-bearing arm, 31-horizontal load-bearing arm, 32-middle Bearing arm, 33-step bearing frame, 34-stair tread, 35-support device, 36-upper vertical column I, 37-upper column connecting arm I, 38-bearing I, 39-lower vertical column Ⅰ, 40-lower column connecting arm Ⅰ, 41-upper column connecting arm Ⅱ, 42-upper vertical section column Ⅱ, 43-lower vertical section column Ⅱ, 44-lower column connecting arm Ⅱ.

具体实施方式Detailed ways

如图1至图25所示,本发明可翻转的楼梯施工栈道(简称“栈道”),包括可旋转主梁、固定式主梁、上立柱Ⅰ、上立柱Ⅱ、下立柱Ⅰ、下立柱Ⅱ、踏步承力架、楼梯踏板、防倾覆撑装置。As shown in Figures 1 to 25, the reversible stairway construction plank road of the present invention (referred to as "plank road") includes a rotatable main beam, a fixed main beam, an upper column I, an upper column II, a lower column I, and a lower column II. , step load-bearing frame, stair treads, anti-overturning support device.

如图1所示,可旋转主梁上端与上立柱Ⅰ连接,可旋转主梁下端与下立柱Ⅰ连接,上立柱Ⅰ和下立柱Ⅰ内侧分别固定连接有与可旋转主梁上下端连接的轴承Ⅰ。在本实施例中,可旋转主梁包括上段可旋转主梁和下段可旋转主梁,在上段可旋转主梁和下段可旋转主梁之间连接有可旋转连接件。可旋转连接件下侧外壁连接有向下延伸的中立柱。As shown in Figure 1, the upper end of the rotatable main beam is connected to the upper column I, the lower end of the rotatable main beam is connected to the lower column I, and the insides of the upper column I and the lower column I are respectively fixedly connected with bearings connected to the upper and lower ends of the rotatable main beam. Ⅰ. In this embodiment, the rotatable main beam includes an upper rotatable main beam and a lower rotatable main beam, and a rotatable connecting piece is connected between the upper rotatable main beam and the lower rotatable main beam. A downwardly extending center column is connected to the lower outer wall of the rotatable connecting piece.

如图3、4所示,在本实施例中,可旋转连接件包括套管Ⅰ、套管Ⅱ、开牙钢管,开牙钢管两端分别设有外螺纹,套管Ⅰ、套管Ⅱ的第一端内侧管壁分别设有一段与开牙钢管的外螺纹相配合的内螺纹,套管Ⅰ、套管Ⅱ的第二端内侧管壁分别固定连接有轴承Ⅱ,第二端是与第一端相对的另一端。套管Ⅰ、套管Ⅱ的第一端分别通过内螺纹与开牙钢管两端的外螺纹连接。上段可旋转主梁的上端与上立柱Ⅰ内侧的轴承Ⅰ连接,上段可旋转主梁的下端与套管Ⅰ第二端内侧的轴承Ⅱ连接,下段可旋转主梁的下端与下立柱Ⅰ内侧的轴承Ⅰ连接,下段可旋转主梁的上端与套管Ⅱ第二端内侧的轴承Ⅱ连接,中立柱与套管Ⅱ的下侧外壁连接。As shown in Figures 3 and 4, in this embodiment, the rotatable connector includes a casing I, a casing II, and an open-threaded steel pipe. Both ends of the open-threaded steel pipe are respectively provided with external threads. The casings I and casings II The inner pipe walls of the first end are respectively provided with a section of internal threads that match the external threads of the open-threaded steel pipes. The inner pipe walls of the second ends of casing I and casing II are respectively fixedly connected with bearings II. One end opposite the other. The first ends of casing I and casing II are respectively connected to the external threads at both ends of the open-threaded steel pipe through internal threads. The upper end of the upper rotatable main beam is connected to the bearing I on the inside of the upper column I. The lower end of the upper rotatable main beam is connected to the bearing II on the inside of the second end of the casing I. The lower end of the lower rotatable main beam is connected to the bearing I on the inside of the lower column I. The bearing I is connected, the upper end of the lower rotatable main beam is connected with the bearing II inside the second end of the casing II, and the middle column is connected with the lower outer wall of the casing II.

如图16至19所示,在本实施例中,上立柱Ⅰ包括上竖直段立柱Ⅰ及倾斜连接在上竖直段立柱Ⅰ上端并向下延伸的上立柱连接臂Ⅰ,下立柱Ⅰ包括下竖直段立柱Ⅰ及倾斜连接在下竖直段立柱Ⅰ上端并向上延伸的下立柱连接臂Ⅰ,轴承Ⅰ分别设置在上立柱连接臂Ⅰ和下立柱连接臂Ⅰ中,可旋转主梁的上端与上立柱连接臂Ⅰ中的轴承Ⅰ连接,可旋转主梁的下端与下立柱连接臂Ⅰ中的轴承Ⅰ连接。上竖直段立柱Ⅰ、上立柱连接臂Ⅰ、下竖直段立柱Ⅰ、下立柱连接臂Ⅰ均有钢管制作形成,连接处采用焊接方式连接。As shown in Figures 16 to 19, in this embodiment, the upper column I includes an upper vertical section column I and an upper column connecting arm I that is obliquely connected to the upper end of the upper vertical section column I and extends downward. The lower column I includes The lower vertical section column I and the lower column connecting arm I inclinedly connected to the upper end of the lower vertical section column I and extending upward, the bearing I is respectively arranged in the upper column connecting arm I and the lower column connecting arm I, and the upper end of the main beam can be rotated It is connected with the bearing I in the upper column connecting arm I, and the lower end of the rotatable main beam is connected with the bearing I in the lower column connecting arm I. The upper vertical section column I, the upper column connecting arm I, the lower vertical section column I, and the lower column connecting arm I are all made of steel pipes, and the joints are connected by welding.

如图2所示,固定式主梁上端与上立柱Ⅱ固定连接,固定式主梁下端与下立柱Ⅱ固定连接,固定式主梁包括上段固定式主梁和下段固定式主梁,在上段固定式主梁和下段固定式主梁之间连接有托槽连接件,托槽连接件下侧外壁连接有向下延伸的中立柱。As shown in Figure 2, the upper end of the fixed main beam is fixedly connected to the upper column II, and the lower end of the fixed main beam is fixedly connected to the lower column II. The fixed main beam includes an upper fixed main beam and a lower fixed main beam, which are fixed in the upper section. A bracket connector is connected between the main beam and the lower fixed main beam, and a neutral column extending downward is connected to the lower outer wall of the bracket connector.

如图5、6所示,在本实施例中,托槽连接件包括插销及管状的托槽,托槽的内径稍大于上段固定式主梁及下段固定式主梁的外径,托槽上下端的槽壁上分别设有位置相互对应的插销孔,上段固定式主梁下端及下段固定式主梁上端也设有与托槽上的插销孔位置相对应的通孔。上段固定式主梁的上端与上立柱Ⅱ固定连接,上段固定式主梁的下端由托槽上端口插入托槽并通过插销与托槽相互定位,下段固定式主梁的下端与下立柱Ⅱ固定连接,下段固定式主梁的上端由托槽下端口插入托槽并通过插销与托槽相互定位,中立柱与托槽的下侧外壁连接。As shown in Figures 5 and 6, in this embodiment, the bracket connector includes a latch and a tubular bracket. The inner diameter of the bracket is slightly larger than the outer diameter of the upper fixed main beam and the lower fixed main beam. The upper and lower brackets The slot walls at each end are respectively provided with latch holes corresponding to each other. The lower end of the upper fixed main beam and the upper end of the lower fixed main beam are also provided with through holes corresponding to the positions of the latch holes on the bracket. The upper end of the upper fixed main beam is fixedly connected to the upper column II. The lower end of the upper fixed main beam is inserted into the bracket through the upper port of the bracket and positioned with the bracket through the latch. The lower end of the lower fixed main beam is fixed to the lower column II. connection, the upper end of the fixed main beam of the lower section is inserted into the bracket through the lower port of the bracket and positioned with the bracket through the latch, and the middle column is connected to the lower outer wall of the bracket.

如图20至23所示,在本实施例中,上立柱Ⅱ包括上竖直段立柱Ⅱ及倾斜连接在上竖直段立柱Ⅱ上端并向下延伸的上立柱连接臂Ⅱ,下立柱Ⅱ包括下竖直段立柱Ⅱ及倾斜连接在下竖直段立柱Ⅱ上端并向上延伸的下立柱连接臂Ⅱ,固定式主梁的上端与上立柱连接臂Ⅱ连接,固定式主梁的下端与下立柱连接臂Ⅱ连接。上竖直段立柱Ⅱ、上立柱连接臂Ⅱ、下竖直段立柱Ⅱ、下立柱连接臂Ⅱ均有钢管制作形成,连接处采用焊接方式连接。As shown in Figures 20 to 23, in this embodiment, the upper column II includes an upper vertical section column II and an upper column connecting arm II that is obliquely connected to the upper end of the upper vertical section column II and extends downward. The lower column II includes The lower vertical section column II and the lower column connecting arm II that is inclined and connected to the upper end of the lower vertical section column II and extends upward. The upper end of the fixed main beam is connected to the upper column connecting arm II, and the lower end of the fixed main beam is connected to the lower column. Arm II connection. The upper vertical section column II, the upper column connecting arm II, the lower vertical section column II, and the lower column connecting arm II are all made of steel pipes, and the joints are connected by welding.

如图2、图12所示,防倾覆撑装置包括与固定式主梁的外壁靠中部位置固定连接的主连接轴及连接在主连接轴外端可相对主连接轴转动和摆动的支撑装置。在本实施例中,防倾覆撑装置分别与上段固定式主梁及下段固定式主梁的中部的外壁连接,主连接轴内侧与上段固定式主梁及下段固定式主梁的中部的外壁焊接固定。其中支撑装置包括连接钢片、连接销轴、支撑杆,连接钢片为“[”状,连接钢片的竖直臂与主连接轴连接并可相对主连接轴转动,连接销轴连接在连接钢片的两块水平臂间,且支撑杆一端可转动地连接在连接钢片两块水平臂间的连接销轴上。支撑装置整体可绕主连接轴在360°范围内旋转,调节不同的支撑方向。支撑杆可绕连接销轴进行0°~270°范围内旋转,方便调节不同支撑角度。当栈道平放时由上立柱Ⅰ、上立柱Ⅱ、下立柱Ⅰ、下立柱Ⅱ及中立柱共同支撑栈道,防倾覆撑装置收纳于上段固定式主梁及下段固定式主梁的边缘,如图25所示。当栈道翻转时(角度<90°),将平时紧贴上段固定式主梁及下段固定式主梁的防倾覆撑装置的支撑杆旋转打开,对翻转立起的栈道进行有效支撑,如图26所示。As shown in Figures 2 and 12, the anti-overturning support device includes a main connecting shaft fixedly connected to the middle position of the outer wall of the fixed main beam and a support device connected to the outer end of the main connecting shaft that can rotate and swing relative to the main connecting shaft. In this embodiment, the anti-overturning support device is connected to the outer wall of the middle part of the upper fixed main beam and the lower fixed main beam respectively, and the inner side of the main connecting shaft is welded to the outer wall of the middle part of the upper fixed main beam and the lower fixed main beam. fixed. The support device includes a connecting steel piece, a connecting pin, and a support rod. The connecting steel piece is in the shape of "[". The vertical arm of the connecting steel piece is connected to the main connecting shaft and can rotate relative to the main connecting shaft. The connecting pin is connected to the connecting rod. between two horizontal arms of the steel sheet, and one end of the support rod is rotatably connected to the connecting pin connecting the two horizontal arms of the steel sheet. The entire support device can be rotated within 360° around the main connection axis to adjust different support directions. The support rod can rotate around the connecting pin within the range of 0° to 270°, making it easy to adjust different support angles. When the plank road is lying flat, the upper column I, the upper column II, the lower column I, the lower column II and the middle column jointly support the plank road. The anti-overturning support device is stored at the edge of the upper fixed main beam and the lower fixed main beam, as shown in the figure. 25 shown. When the plank road is overturned (angle <90°), rotate and open the support rods of the anti-overturning support device that are usually close to the upper fixed main beam and the lower fixed main beam to effectively support the overturned plank road, as shown in Figure 26 shown.

如图7至11所示,中立柱包括支撑钢管、液压支撑杆、地爪连接螺杆及地爪,支撑钢管上端与可旋转连接件外壁或托槽连接件外壁连接,两条中立柱的支撑钢管外壁之间连接有中立柱连接杆。液压支撑杆可伸缩,其下端为伸缩端,通过液压支撑杆有效调节支撑最合适高度。液压支撑杆上端与支撑钢管下端连接,液压支撑杆下端与地爪连接螺杆上端通过焊接方式固定连接,地爪中部设有与地爪连接螺杆相配合的通孔,地爪套在地爪连接螺杆上,地爪连接螺杆下端连接有将地爪定位在地爪连接螺杆上的固定螺母。地爪整体外轮廓为上小下大的圆台状,通孔设置在地爪的上端,地爪下端设有均匀排布的突齿,地爪可转动的套在地爪连接螺杆上,地爪可相对地爪连接螺杆的轴线在0°~60°范围内倾斜,对不同坡度的梯板均能良好适应,更好的让地爪突齿与梯板接触,使得中立柱抓地牢固可靠。As shown in Figures 7 to 11, the neutral column includes a support steel pipe, a hydraulic support rod, a ground claw connecting screw and a ground claw. The upper end of the support steel pipe is connected to the outer wall of the rotatable connector or the outer wall of the bracket connector. The support steel pipes of the two neutral columns The outer walls are connected with central column connecting rods. The hydraulic support rod is telescopic, and its lower end is a telescopic end. The hydraulic support rod can effectively adjust the most suitable height of the support. The upper end of the hydraulic support rod is connected to the lower end of the support steel pipe. The lower end of the hydraulic support rod is fixedly connected to the upper end of the ground claw connecting screw through welding. There is a through hole in the middle of the ground claw that matches the ground claw connecting screw. The ground claw is sleeved on the ground claw connecting screw. On the ground claw connecting screw, the lower end is connected with a fixing nut that positions the ground claw on the ground claw connecting screw. The overall outer contour of the ground claw is a truncated cone shape with a small top and a large bottom. The through hole is set at the upper end of the ground claw. The lower end of the ground claw is equipped with evenly arranged protruding teeth. The ground claw can be rotatably sleeved on the ground claw connecting screw. The axis of the relative ground claw connecting screw can be tilted within the range of 0° to 60°, and can be well adapted to ladders with different slopes. It can better allow the ground claw teeth to contact the ladder, making the neutral column grip the ground firmly and reliably.

如图13、14及图24、25所示,踏步承力架固定连接在可旋转主梁与固定式主梁之间,楼梯踏板定位在踏步承力架上,如图18所示,楼梯踏板为玻璃钢格栅。踏步承力架包括两条竖直承力臂和两条水平承力臂,两条水平承力臂同侧的一端端部分别与两条竖直承力臂的底端垂直连接,两条水平承力臂远离两条竖直承力臂的一端之间连接有中间承力臂,两条竖直承力臂的上端、水平承力臂与中间承力臂的连接处分别与可旋转主梁内侧壁及固定式主梁内侧壁固定连接,楼梯踏板定位在两条水平承力臂及中间承力臂所围成的空间中。本实施例踏步承力架的竖直承力臂、水平承力臂及中间承力臂全部采用角钢制作,相互之间的连接为焊接。踏步承力架与可旋转主梁与固定式主梁之间的连接也是焊接。As shown in Figures 13 and 14 and Figures 24 and 25, the step bearing frame is fixedly connected between the rotatable main beam and the fixed main beam, and the stair treads are positioned on the step bearing frame. As shown in Figure 18, the stair treads It is fiberglass grating. The step load-bearing frame includes two vertical load-bearing arms and two horizontal load-bearing arms. One end of the same side of the two horizontal load-bearing arms is vertically connected to the bottom end of the two vertical load-bearing arms. The two horizontal load-bearing arms The end of the load-bearing arm away from the two vertical load-bearing arms is connected to an intermediate load-bearing arm. The upper ends of the two vertical load-bearing arms, the connection between the horizontal load-bearing arm and the middle load-bearing arm are respectively connected with the rotatable main beam. The inner wall and the inner wall of the fixed main beam are fixedly connected, and the stair treads are positioned in the space surrounded by two horizontal load-bearing arms and a middle load-bearing arm. In this embodiment, the vertical load-bearing arm, the horizontal load-bearing arm and the middle load-bearing arm of the step load-bearing frame are all made of angle steel, and the connections between them are welded. The connection between the step bearing frame, the rotatable main beam and the fixed main beam is also welded.

如图26、27所示,本发明栈道的可旋转主梁可带动固定式主梁、踏步承力架、楼梯踏板、防倾覆撑装置等装置与其一起在上立柱Ⅰ和下立柱Ⅰ之间转动。栈道转动后,与固定式主梁中部的托槽连接件连接的中立柱悬空不再着地,这时转动防倾覆撑装置的支撑杆,使得支撑杆支撑固定式主梁一侧的重量。As shown in Figures 26 and 27, the rotatable main beam of the plank road of the present invention can drive the fixed main beam, step load-bearing frame, stair treads, anti-overturning support device and other devices to rotate together with it between the upper column I and the lower column I. . After the plank road rotates, the neutral column connected to the bracket connector in the middle of the fixed main beam is suspended in the air and no longer touches the ground. At this time, the support rod of the anti-overturning support device is rotated so that the support rod supports the weight of one side of the fixed main beam.

以上实施例仅为本发明的较佳实施例,本发明的结构并不限于上述实施例列举的形式,凡在本发明的精神和原则之内所作的任何修改、等同替换等,均应包含在本发明的保护范围之内。The above embodiments are only preferred embodiments of the present invention. The structure of the present invention is not limited to the forms listed in the above embodiments. Any modifications, equivalent substitutions, etc. made within the spirit and principles of the present invention shall be included in within the protection scope of the present invention.

Claims (8)

1. The utility model provides a rotatable stair construction landing stage, a serial communication port, including rotatable girder, fixed girder, go up stand I (5), go up stand II (11), lower stand I (1), lower stand II (7), step load frame (33), stair tread (34), prevent toppling strutting arrangement (12), rotatable girder upper end is connected with last stand I (5), rotatable girder lower extreme is connected with lower stand I (1), the inboard fixedly connected with of last stand I (5) and lower stand I (1) respectively with rotatable girder upper and lower end bearing I (38), fixed girder upper end and last stand II (11) fixed connection, fixed girder lower extreme and lower stand II (7) fixed connection, step load frame (33) fixed connection is between rotatable girder and fixed girder, stair tread (34) are fixed on step load frame (33), prevent toppling strutting arrangement (12) include with the outer wall of fixed girder lean on middle part position fixed connection's main connecting axle (26) and connect at main connecting axle (26) outer end rotatable about main connecting axle (26) and rotatable supporting arrangement (35), rotatable girder (33), rotatable supporting arrangement (1) and rotatable girder between the fixed stand I and lower bearing I; the rotatable main beam comprises an upper rotatable main beam (4) and a lower rotatable main beam (2), and a rotatable connecting piece (3) is connected between the upper rotatable main beam (4) and the lower rotatable main beam (2); the fixed girder comprises an upper section fixed girder (10) and a lower section fixed girder (8), a bracket connecting piece (9) is connected between the upper section fixed girder (10) and the lower section fixed girder (8), the outer wall of the lower side of the rotatable connecting piece (3) and the outer wall of the lower side of the bracket connecting piece (9) are respectively connected with a downward extending middle vertical column (6), and a middle vertical column connecting rod (20) is connected between the two middle vertical columns (6); the stair tread (34) is a glass fiber reinforced plastic grid.
2. The reversible stair construction trestle according to claim 1, characterized in that the rotatable connecting piece (3) comprises a sleeve I (15), a sleeve II (13) and a tooth-opening steel pipe (14), external threads are respectively arranged at two ends of the tooth-opening steel pipe (14), the sleeve I (15) and the inner side pipe wall of the first end of the sleeve II (13) are respectively provided with an internal thread matched with the external threads of the tooth-opening steel pipe (14), the sleeve I (15) and the inner side pipe wall of the second end of the sleeve II (13) are respectively fixedly connected with a bearing II (16), the sleeve I (15) and the first end of the sleeve II (13) are respectively connected with the external threads of two ends of the tooth-opening steel pipe (14) through the internal threads, the upper end of the upper rotatable main beam (4) is connected with a bearing I (38) on the inner side of the upper upright post I (5), the lower end of the upper rotatable main beam (4) is connected with a bearing II (16) on the inner side of the second end of the sleeve I (15), the lower end of the lower rotatable main beam (2) is connected with a bearing I (38) on the inner side of the lower upright post I (1), and the upper end of the lower rotatable main beam (2) is connected with a bearing II (16) on the inner side of the upper upright post (13).
3. The reversible stair construction gallery according to claim 1, wherein the bracket connecting piece (9) comprises a bolt (19) and a tubular bracket (17), the inner diameter of the bracket (17) is slightly larger than the outer diameters of the upper section fixed main beam (10) and the lower section fixed main beam (8), bolt holes (18) with mutually corresponding positions are respectively arranged on the groove walls of the upper end and the lower end of the bracket (17), the upper end of the upper section fixed main beam (10) is fixedly connected with the upper upright post II (11), the lower end of the upper section fixed main beam (10) is inserted into the bracket (17) through an upper port of the bracket (17) and is mutually positioned with the bracket (17) through the bolt (19), the lower end of the lower section fixed main beam (8) is fixedly connected with the lower upright post II (7), the upper end of the lower section fixed main beam (8) is inserted into the bracket (17) through a lower port of the bracket (17) and is mutually positioned with the bracket (17) through the bolt (19), and the middle upright post (6) is connected with the outer wall of the lower side of the bracket (17).
4. The reversible stair construction trestle according to claim 1, characterized in that the center pillar (6) comprises a supporting steel pipe (21), a hydraulic supporting rod (22), a ground claw connecting screw (23) and a ground claw (24), the upper end of the supporting steel pipe (21) is connected with the outer wall of the rotatable connecting piece (3) or the outer wall of the bracket connecting piece (9), the upper end of the hydraulic supporting rod (22) is connected with the lower end of the supporting steel pipe (21), the lower end of the hydraulic supporting rod (22) is connected with the upper end of the ground claw connecting screw (23), a through hole matched with the ground claw connecting screw (23) is arranged in the middle of the ground claw (24), the ground claw (24) is sleeved on the ground claw connecting screw (23), and a fixing nut (25) for positioning the ground claw (24) on the ground claw connecting screw (23) is connected with the lower end of the ground claw connecting screw (23).
5. The reversible stair construction trestle according to claim 4, characterized in that the whole outline of the ground claw (24) is in a shape of a round table with a small upper part and a large lower part, the through hole is arranged at the upper end of the ground claw (24), the lower end of the ground claw (24) is provided with protruding teeth which are uniformly distributed, the ground claw (24) is rotatably sleeved on the ground claw connecting screw rod (23), and the ground claw (24) can incline within the range of 0-60 degrees relative to the axis of the ground claw connecting screw rod (23).
6. The reversible stair construction trestle according to claim 1, characterized in that the supporting means comprises a connecting steel sheet (27), a connecting pin shaft (28) and a supporting rod (29), the connecting steel sheet (27) is in a shape of a' [, a vertical arm of the connecting steel sheet (27) is connected with the main connecting shaft (26) and can rotate relative to the main connecting shaft (26), the connecting pin shaft (28) is connected between two horizontal arms of the connecting steel sheet (27), and one end of the supporting rod (29) is rotatably connected on the connecting pin shaft (28) between two horizontal arms of the connecting steel sheet (27).
7. The reversible stair construction trestle according to claim 1, characterized in that the step bearing frame (33) comprises two vertical bearing arms (30) and two horizontal bearing arms (31), one end of the same side of each of the two horizontal bearing arms (31) is respectively and vertically connected with the bottom ends of the two vertical bearing arms (30), an intermediate bearing arm (32) is connected between one ends of the two horizontal bearing arms (31) far away from the two vertical bearing arms (30), the upper ends of the two vertical bearing arms (30), the connection parts of the horizontal bearing arms (31) and the intermediate bearing arms (32) are respectively and fixedly connected with the inner side walls of the rotatable main beams and the inner side walls of the fixed main beams, and the stair treads (34) are positioned in the space enclosed by the two horizontal bearing arms (31) and the intermediate bearing arms (32).
8. The reversible stair construction trestle according to claim 1, characterized in that the upper upright i (5) comprises an upper upright section upright i (36) and an upper upright connecting arm i (37) obliquely connected to the upper end of the upper upright section upright i (36) and extending downward, the lower upright i (1) comprises a lower upright section upright i (39) and a lower upright connecting arm i (40) obliquely connected to the upper end of the lower upright section upright i (39) and extending upward, bearings i (38) are respectively provided in the upper upright connecting arm i (37) and the lower upright connecting arm i (40), the upper end of the rotatable main beam is connected with bearings i (38) in the upper upright connecting arm i (37), and the lower end of the rotatable main beam is connected with bearings i (38) in the lower upright connecting arm i (40); the upper upright post II (11) comprises an upper vertical section upright post II (42) and an upper upright post connecting arm II (41) which is obliquely connected to the upper end of the upper vertical section upright post II (42) and extends downwards, the lower upright post II (7) comprises a lower vertical section upright post II (43) and a lower upright post connecting arm II (44) which is obliquely connected to the upper end of the lower vertical section upright post II (43) and extends upwards, the upper end of the fixed girder is connected with the upper upright post connecting arm II (41), and the lower end of the fixed girder is connected with the lower upright post connecting arm II (44).
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CN111441580B (en) * 2020-04-08 2021-07-13 台州宏丰建设有限公司 A shock-absorbing stair formwork for building construction and its assembling method
CN113671956B (en) * 2021-08-12 2024-05-03 广东电网有限责任公司 Electric power inspection device

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