CN206769350U - Outer on large-sized station boiler Steel Structure chooses net scaffold - Google Patents

Outer on large-sized station boiler Steel Structure chooses net scaffold Download PDF

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Publication number
CN206769350U
CN206769350U CN201720470451.0U CN201720470451U CN206769350U CN 206769350 U CN206769350 U CN 206769350U CN 201720470451 U CN201720470451 U CN 201720470451U CN 206769350 U CN206769350 U CN 206769350U
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China
Prior art keywords
steel pipe
steel
shaped
pipe socket
eaves
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Expired - Fee Related
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CN201720470451.0U
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Chinese (zh)
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陈晋刚
侯丽琴
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China Energy Engineering Group Shanxi Electric Power Engineering Co Ltd
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China Energy Engineering Group Shanxi Electric Power Engineering Co Ltd
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Abstract

本实用新型公开了一种大型电站锅炉钢构架上的外挑网脚手架,解决了现有钢构架外挑梁占用钢架内的空间大的问题。工字形钢梁左上檐(1)、工字形钢梁右上檐(7)、钢管套、L形卡板,工字形钢梁左上檐(1)卡接在由左钢管套(2)与左L形卡板(3)组成的左卡槽(4)中;右钢管套(8)的管壁外侧面上固定连接有右L形卡板(9),工字形钢梁右上檐(2)卡接在由右钢管套(8)与右L形卡板(9)组成的右卡槽(10)中,在左钢管套(2)与右钢管套(8)之间穿接有外挑钢管(11)。本实用新型具有搭设省时省工省料的作用,保证了钢构架内部结构的正常运用。

The utility model discloses an overhanging mesh scaffolding on the steel frame of a large-scale power station boiler, which solves the problem that the overhanging beams of the existing steel frame occupy a large space in the steel frame. The left upper eaves of the I-shaped steel beam (1), the right upper eaves of the I-shaped steel beams (7), steel pipe sleeves, and L-shaped clamping plates, the left upper eaves of the I-shaped steel beams (1) are clamped on the left steel pipe sleeve (2) and the left L In the left card slot (4) formed by the shaped clamp plate (3); the right L-shaped clamp plate (9) is fixedly connected to the outer surface of the pipe wall of the right steel pipe sleeve (8), and the upper right eaves (2) of the I-shaped steel beam is clamped It is connected in the right card slot (10) composed of the right steel pipe sleeve (8) and the right L-shaped clamping plate (9), and an external steel pipe is connected between the left steel pipe sleeve (2) and the right steel pipe sleeve (8). (11). The utility model has the effect of saving time, labor and materials for erection, and ensures the normal use of the internal structure of the steel frame.

Description

大型电站锅炉钢构架上的外挑网脚手架Overhang net scaffolding on the steel frame of a large power station boiler

技术领域technical field

本实用新型涉及一种脚手架,特别涉及一种大型电站锅炉钢构架上搭设的脚手架。The utility model relates to a scaffold, in particular to a scaffold erected on the steel frame of a large-scale power station boiler.

背景技术Background technique

在大型电站锅炉钢结构安装过程中,需要搭设外挑网,传统的纯脚手架搭设法,搭设费时费力,架子材料用量多,自重大,并占用钢架内的空间,影响到钢构架内部的设备的安装。In the installation process of the steel structure of large-scale power plant boilers, it is necessary to set up the external hanging net. The traditional pure scaffolding method is time-consuming and laborious to set up. The amount of shelf materials is large, the weight is heavy, and the space in the steel frame is occupied, which affects the equipment inside the steel frame. installation.

发明内容Contents of the invention

本实用新型提供了一种大型电站锅炉钢构架上的外挑网脚手架,解决了现有钢构架外挑梁占用钢架内的空间大的技术问题。The utility model provides an overhanging mesh scaffolding on the steel frame of a large-scale power station boiler, which solves the technical problem that the overhanging beams of the existing steel frame occupy a large space in the steel frame.

本实用新型是通过以下技术方案解决以上技术问题的:The utility model solves the above technical problems through the following technical solutions:

一种大型电站锅炉钢构架上的外挑网脚手架,包括工字形钢梁左上檐、工字形钢梁右上檐、左钢管套、右钢管套、左L形卡板和右L形卡板,左钢管套的管壁外侧面上固定连接有左L形卡板,右钢管套的管壁外侧面上固定连接有右L形卡板,工字形钢梁左上檐卡接在由左钢管套与左L形卡板组成的左卡槽中;右钢管套的管壁外侧面上固定连接有右L形卡板,工字形钢梁右上檐卡接在由右钢管套与右L形卡板组成的右卡槽中,在左钢管套与右钢管套之间穿接有外挑钢管。An overhang net scaffold on the steel frame of a large-scale power plant boiler, including the left upper eaves of the I-shaped steel beam, the right upper eaves of the I-shaped steel beam, the left steel pipe sleeve, the right steel pipe sleeve, the left L-shaped clamping plate and the right L-shaped clamping plate, the left The outer surface of the pipe wall of the steel pipe sleeve is fixedly connected with a left L-shaped clamping plate, and the outer surface of the pipe wall of the right steel pipe sleeve is fixedly connected with a right L-shaped clamping plate. In the left card groove composed of L-shaped clamping plates; the outer surface of the pipe wall of the right steel pipe sleeve is fixedly connected with a right L-shaped clamping plate, and the right upper eaves of the I-shaped steel beam are clamped on the right steel pipe sleeve and the right L-shaped clamping plate. In the right draw-in slot, there is an external steel pipe connected between the left steel pipe sleeve and the right steel pipe sleeve.

在左钢管套上设置有左顶丝孔,在左顶丝孔中设置有左顶丝,左顶丝与外挑钢管顶接在一起,在右钢管套上设置有右顶丝孔,在右顶丝孔中设置有右顶丝,右顶丝与外挑钢管顶接在一起;在外挑钢管与工字形钢梁之间设置有斜撑。A left top wire hole is arranged on the left steel pipe sleeve, and a left top wire is arranged in the left top wire hole. A right jacking wire is arranged in the jacking wire hole, and the right jacking wire is connected with the overhanging steel pipe; a diagonal brace is arranged between the overhanging steel pipe and the I-shaped steel beam.

本实用新型具有搭设省时省工省料的作用,保证了钢构架内部结构的正常运用,满足了外挑梁的安全要求,具有很好的推广价值。The utility model has the functions of saving time, labor and materials for erection, ensures the normal use of the internal structure of the steel frame, meets the safety requirements of the external cantilever beam, and has good popularization value.

附图说明Description of drawings

图1是本实用新型的结构示意图。Fig. 1 is a structural representation of the utility model.

具体实施方式detailed description

下面结合附图对本实用新型进行详细说明:Below in conjunction with accompanying drawing, the utility model is described in detail:

一种大型电站锅炉钢构架上的外挑网脚手架,包括工字形钢梁左上檐1、工字形钢梁右上檐7、左钢管套2、右钢管套8、左L形卡板3和右L形卡板9,工字形钢梁的上顶板的左端即为工字形钢梁左上檐1,工字形钢梁的上顶板的右端即为工字形钢梁右上檐7,左钢管套2的管壁外侧面上固定连接有左L形卡板3,右钢管套8的管壁外侧面上固定连接有右L形卡板9,工字形钢梁左上檐1卡接在由左钢管套2与左L形卡板3组成的左卡槽4中;右钢管套8的管壁外侧面上固定连接有右L形卡板9,工字形钢梁右上檐2卡接在由右钢管套8与右L形卡板9组成的右卡槽10中,在左钢管套2与右钢管套8之间穿接有外挑钢管11。An overhang net scaffold on the steel frame of a large-scale power plant boiler, including the left upper eaves of I-shaped steel beams 1, the right upper eaves of I-shaped steel beams 7, the left steel pipe sleeve 2, the right steel pipe sleeve 8, the left L-shaped clamping plate 3 and the right L Shape clamping plate 9, the left end of the upper top plate of I-shaped steel beam is the left upper eaves 1 of I-shaped steel beams, and the right end of the upper top plate of I-shaped steel beams is the right upper eaves 7 of I-shaped steel beams, the pipe wall of left steel pipe cover 2 A left L-shaped clamping plate 3 is fixedly connected on the outer surface, and a right L-shaped clamping plate 9 is fixedly connected on the outer surface of the pipe wall of the right steel pipe sleeve 8. In the left draw-in groove 4 that L-shaped clamping plate 3 forms; The pipe wall outer surface of right steel pipe sleeve 8 is fixedly connected with right L-shaped clamping plate 9, and the right upper eaves 2 of the I-shaped steel beam are clamped on the right steel pipe sleeve 8 and the right In the right draw-in groove 10 that L-shaped clamping plate 9 forms, between left steel pipe sleeve 2 and the right steel pipe sleeve 8, a steel pipe 11 for overhanging is connected.

在左钢管套2上设置有左顶丝孔5,在左顶丝孔5中设置有左顶丝6,左顶丝6与外挑钢管11顶接在一起,在右钢管套8上设置有右顶丝孔12,在右顶丝孔12中设置有右顶丝13,右顶丝13与外挑钢管11顶接在一起;在外挑钢管11与工字形钢梁之间设置有斜撑。The left top wire hole 5 is provided on the left steel pipe sleeve 2, the left top wire 6 is arranged in the left top wire hole 5, the left top wire 6 is top connected with the outer steel pipe 11, and the right steel pipe sleeve 8 is provided with The right top wire hole 12 is provided with a right top wire 13 in the right top wire hole 12, and the right top wire 13 is connected with the outer steel pipe 11; a diagonal brace is arranged between the outer steel pipe 11 and the I-shaped steel beam.

本实用新型使用时将钢管套件分别卡于钢架H型钢上翼板的两侧,将脚手架钢管插入两套管内,用拧紧顶丝螺栓锁紧,外挑网的外探长度可根据《安规》规定的坠落高度,任意调节,如果外挑长度超过2米时,要在外挑钢管的下方设置斜支撑立管,以增强其刚性。When the utility model is in use, the steel pipe kits are respectively clamped on both sides of the H-shaped steel upper wing plate of the steel frame, the scaffold steel pipe is inserted into the two sleeve pipes, and the screw bolts are tightened to lock. "The falling height specified in "can be adjusted arbitrarily. If the length of the overhang exceeds 2 meters, a diagonal support riser should be installed under the overhanging steel pipe to enhance its rigidity.

Claims (2)

1. outer on a kind of large-sized station boiler Steel Structure chooses net scaffold, including i section steel beam upper left eaves(1), I-steel Beam upper right eaves(7), left steel pipe socket(2), right steel pipe socket(8), left L-shaped clamp(3)With right L-shaped clamp(9), it is characterised in that it is left Steel pipe socket(2)Tube wall lateral surface on be fixedly connected with left L-shaped clamp(3), right steel pipe socket(8)Tube wall lateral surface on fixed connect It is connected to right L-shaped clamp(9), i section steel beam upper left eaves(1)It is connected to by left steel pipe socket(2)With left L-shaped clamp(3)A left side for composition Neck(4)In;Right steel pipe socket(8)Tube wall lateral surface on be fixedly connected with right L-shaped clamp(9), i section steel beam upper right eaves(7) It is connected to by right steel pipe socket(8)With right L-shaped clamp(9)The right neck of composition(10)In, in left steel pipe socket(2)With right steel pipe socket (8)Between wear to be connected to and outer choose steel pipe(11).
2. outer on a kind of large-sized station boiler Steel Structure according to claim 1 chooses net scaffold, it is characterised in that Left steel pipe socket(2)On be provided with left top wire hole(5), in left top wire hole(5)In be provided with left jackscrew(6), left jackscrew(6)With choosing outside Steel pipe(11)Apical grafting together, in right steel pipe socket(8)On be provided with right top wire hole(12), in right top wire hole(12)In be provided with the right side Jackscrew(13), right jackscrew(13)With choosing steel pipe outside(11)Apical grafting is together;
Steel pipe is chosen outside(11)Diagonal brace is provided between i section steel beam.
CN201720470451.0U 2017-04-30 2017-04-30 Outer on large-sized station boiler Steel Structure chooses net scaffold Expired - Fee Related CN206769350U (en)

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Application Number Priority Date Filing Date Title
CN201720470451.0U CN206769350U (en) 2017-04-30 2017-04-30 Outer on large-sized station boiler Steel Structure chooses net scaffold

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109457967A (en) * 2018-12-11 2019-03-12 上海市建筑装饰工程集团有限公司 A kind of application method of scaffold original position drawknot device
CN115162695A (en) * 2022-06-21 2022-10-11 中国五冶集团有限公司 A suspended work platform facing I-beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109457967A (en) * 2018-12-11 2019-03-12 上海市建筑装饰工程集团有限公司 A kind of application method of scaffold original position drawknot device
CN115162695A (en) * 2022-06-21 2022-10-11 中国五冶集团有限公司 A suspended work platform facing I-beam

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Granted publication date: 20171219

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