CN213297074U - Portable outer wall handling frame of encorbelmenting - Google Patents

Portable outer wall handling frame of encorbelmenting Download PDF

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Publication number
CN213297074U
CN213297074U CN202021333004.9U CN202021333004U CN213297074U CN 213297074 U CN213297074 U CN 213297074U CN 202021333004 U CN202021333004 U CN 202021333004U CN 213297074 U CN213297074 U CN 213297074U
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China
Prior art keywords
steel
frame
jacking
shaped steel
steel pipe
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CN202021333004.9U
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Chinese (zh)
Inventor
金振
王超迪
楼群
邵帅帅
李亚龙
王菊花
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Zhejiang Dongyang Third Construction Engineering Co ltd
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Zhejiang Dongyang Third Construction Engineering Co ltd
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Abstract

The utility model relates to a portable outer wall handling frame of encorbelmenting belongs to the construction field. The utility model provides a portable outer wall handling frame of encorbelmenting, includes that I-steel, concave top hold in the palm, flat top hold in the palm, steel pipe, backing plate, fastener, scaffold board, safety net, its characterized in that: the I-shaped steel frame is erected on a windowsill, the part, located in the building, of the I-shaped steel frame is fixed through a steel pipe and a jacking support, and then an operation frame for construction and maintenance personnel is erected at the overhanging position of the outer side of the building through materials such as the steel pipe, a fastener and a scaffold board. When the scaffold is installed, I-shaped steel frames are erected in a building, supported by steel pipes, and a structural support is erected around the I-shaped steel frames, and then an operation frame is erected on the overhanging end of the I-shaped steel on the outer side of the building according to the erection method of the scaffold.

Description

Portable outer wall handling frame of encorbelmenting
Technical Field
The utility model relates to a portable outer wall handling frame of encorbelmenting belongs to the construction field.
Background
When the building outer wall needs to be maintained and constructed, because the external scaffolds, the hanging baskets and other equipment are already dismantled, the cost for resetting the hanging baskets or erecting the external frames is high, the process is complex and the construction period is influenced for sporadic outer wall maintenance. Therefore, how to provide a simple and easy operation platform which is fast to set up for the use of construction and maintenance personnel becomes the key for processing the problems.
Disclosure of Invention
The utility model aims at providing a portable outer wall handling frame that encorbelments to under the condition of no outrigger and hanging flower basket, can set up a simple and easy outer wall operation platform that can supply the construction maintenance personal to use rapidly.
In order to achieve the above purpose, the utility model adopts the following technical scheme to solve:
the utility model provides a portable outer wall handling frame of encorbelmenting, includes that I-steel, concave top hold in the palm, flat top hold in the palm, steel pipe, backing plate, fastener, scaffold board, safety net, its characterized in that: the I-shaped steel frame is arranged on the windowsill, the part of the I-shaped steel frame, which is positioned in the building, below the windowsill is supported and fixed by the steel pipe and the concave top support, the part of the I-shaped steel frame, which is positioned in the building, above the windowsill is supported and fixed by the concave top support, the steel pipe and the flat top support, the periphery of the windowsill is provided with a support by the steel pipe and a fastener, the position of the windowsill is firmly supported by the steel pipe, and the overhanging end of the outer side of the building.
Preferably, the bottom of the I-shaped steel is supported by two steel pipes, the steel pipes are provided with the concave jacking supports, the steel pipes are in a horizontal state by adjusting nut handles of the concave jacking supports, and the concave jacking supports, the steel pipes and the flat jacking supports are used as upper stress members at corresponding positions above the I-shaped steel.
Preferably, in the upper stress component, the concave top support is placed on the I-shaped steel, the screw rod of the concave top support is upwards sleeved in the steel pipe, the flat top support is supported on the ceiling, the screw rod of the flat top support is downwards sleeved in the steel pipe, and the heights of the steel pipe and the flat top support are adjusted by rotating the nut handles on the concave top support and the flat top support.
Preferably, the interval between the I-steel is decided according to the width of the window, and is not more than 1500mm at most, the distance between the cantilever operation frame and the inner support and the wall is 100-200 mm, the height of the operation frame is not more than three layers, and the operation frame and the building are fixed by using a steel tie pipe on each layer.
Preferably, when the operation frame upright stanchion is inconvenient to erect, a coupling beam can be additionally arranged on the I-steel, the I-steel can be replaced by channel steel, and the coupling beam is the same.
The utility model discloses possess following characteristics:
under the condition that no outer frame or hanging basket is arranged or the outer frame and the hanging basket are detached, the outer wall operation platform can be quickly and conveniently erected.
Simple and convenient manufacture and installation, low cost and repeated use.
Drawings
Fig. 1 is a three-dimensional schematic diagram of the present invention.
Fig. 2 is a schematic view of the upper force-bearing member of the present invention.
Fig. 3 is an installation schematic diagram of the present invention.
Fig. 4 is a vertical cross-sectional view of the present invention.
Fig. 5 is a horizontal sectional view of the present invention.
Fig. 6 is a partial view of the present invention.
The labels in the figure are: 1. the novel safety guard rail comprises I-shaped steel, 2 parts of a concave top support, 3 parts of a flat top support, 4 parts of a support steel pipe, 5 parts of a base plate, 6 parts of a fastener, 7 scaffold plates, 8 parts of a safety net, 9 parts of a nut handle, 10 parts of a floor sweeping rod, 11 parts of a vertical rod, 12 parts of a horizontal rod, 13 parts of a shear brace, 14 parts of a transverse diagonal brace, 15 parts of a guard rail and 16 parts of a steel tie.
Detailed Description
The present invention will be described in further detail with reference to the following embodiments.
The utility model discloses before the installation, confirm the quantity and the interval of laying I-steel 1 according to the size of windowsill to and the quantity of other corresponding materials, 1 quantity of I-steel that this embodiment used is three, encorbelments one end in I-steel 1 in advance and is used for placing the position of handling frame pole setting 11 and welds the long phi 30 reinforcing bar of a 150mm, so that be used for the location of pole setting 11 when installing the handling frame, brush rust-resistant paint for I-steel 1 simultaneously, will all materials transport to indoor after drying.
As shown in fig. 1 and 2, during installation, a base plate 5 is placed on a windowsill and a floor, two support steel pipes 4 for supporting an i-steel 1 are erected at an interval of 600mm, wherein one support steel pipe is 1300mm away from a wall, the other support steel pipe is 100mm away from the tail end of the i-steel, a concave top support 2 is placed at the upper end of each of the two support steel pipes 4, the i-steel 1 is lifted, one end of the i-steel 1 is placed on the base plate 5 positioned on the windowsill, the other end of the i-steel 1 is placed on the two concave top supports 2, the i-steel 1 and the side wall of the windowsill are firmly supported by the steel pipes, and then a nut handle 9 on the concave top support 2 is rotated to enable the whole i-steel 1 to be in a horizontal state; when the upper stress component is combined, the screw rod of the concave top support 2 is upwards firstly sleeved with the support steel pipe 4, the screw rod of the flat top support 3 is downwards inserted into the upper end of the support steel pipe 4, finally, the whole upper stress component is placed on the I-shaped steel 1, the position of the placement is to enable the axial lead of the component to be in the same line with the axial lead of the support steel pipe 4 below, then the nut handle 9 on the concave top support 2 and the flat top support 3 is rotated to enable the whole upper support to extend upwards, and the nut handle 9 stops rotating after the component reaches the ceiling and generates certain pressure on the ceiling and the I-shaped steel 1; the method is characterized in that structural supports are erected on two sides of an I-shaped steel 1, the longitudinal distance between vertical rods 11 of each support is 1500mm, the transverse distance between the vertical rods 11 of each support is 600mm, the step distance of each support is 1800mm, a row of longitudinal and transverse horizontal rods 12 are arranged at positions which are 150mm away from a floor, 200mm away from the bottom of the I-shaped steel 1 and 200mm below a ceiling, and the horizontal rods 12 and the vertical rods 11 are connected and fixed through fasteners 6.
As shown in fig. 4, after the interior of the building is installed, an operation frame is installed on the overhanging end of the i-beam 1, the operation frame is installed similarly to a scaffold, vertical rods 11 are firstly arranged, the transverse distance between the vertical rods 11 is 800mm, the longitudinal distance is equal to the distance between the i-beam 1, a ground sweeping rod 10 is installed at the bottom of the operation frame 200mm from the surface of the i-beam 1, the step distance between the horizontal rods 12 is determined according to the use height of the site, and the maximum distance is not more than 1800mm, and in addition, two rows of guard rails 15 are additionally arranged on each operation layer. The two sides of the operation frame are provided with the zigzag transverse inclined struts 14, the outer vertical surfaces are provided with the scissor struts 13, the operation layer is paved with the scaffold boards 7, except that one surface facing the wall is not sealed by the safety net 8, the other outer vertical surfaces are totally sealed by the safety net 8, and the bottom of the operation frame is also caught by the safety net 8 to prevent falling objects from falling.
When constructors need to enter the middle layer of the operation frame, namely the operation layer between the upper windowsill and the lower windowsill, the scaffold boards 7 on the upper layer can be properly detached so that the constructors can conveniently reach the middle operation layer.
As shown in fig. 6, the handling frame needs to be fixed and tied with a building to ensure the stability and firmness of the handling frame, and is specifically divided into two parts: the first windowsill below, namely the windowsill where the I-steel 1 is located, extends the horizontal rod 12 on the inner support to exceed the vertical rod 100mm in the operation frame, and connects and fixes the extended horizontal rod 12 and the vertical rod 11 of the operation frame by a fastener 6; except the first windowsill, two upright posts 11 are erected in the building close to the windowsill, the tops of the two upright posts are also supported to the ceiling by flat-top supports 3, then the upright posts 11 are connected with the operating frame upright posts 11 by using steel tie pipes 16, and the distance between the two upright posts 11 and the wall is 100 mm.
The I-steel and all steel pipes are placed in places where the base plates 5 need to be placed in advance so as to prevent damage to the floor and the windowsill; after the whole operation frame is installed, checking whether all the connection points are firm or not and whether looseness exists or not; during use, the state of the operating frame is constantly monitored, and accidents caused by deformation and overlarge displacement of the operating frame are prevented; when the movable type combined type.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (5)

1. The utility model provides a portable outer wall handling frame of encorbelmenting, includes that I-steel, concave top hold in the palm, flat top hold in the palm, steel pipe, backing plate, fastener, scaffold board, safety net, its characterized in that: the I-shaped steel frame is arranged on the windowsill, the part of the I-shaped steel frame, which is positioned in the building, below the windowsill is supported and fixed by the steel pipe and the concave top support, the part of the I-shaped steel frame, which is positioned in the building, above the windowsill is supported and fixed by the concave top support, the steel pipe and the flat top support, the periphery of the windowsill is provided with a support by the steel pipe and a fastener, the position of the windowsill is firmly supported by the steel pipe, and the overhanging end of the outer side of the building.
2. The portable outer wall overhanging operation frame as claimed in claim 1, wherein the i-shaped steel is supported by two steel pipes, the concave jacking is arranged on the steel pipes, and the i-shaped steel is in a horizontal state by adjusting a nut handle of the concave jacking.
3. The portable outer wall overhanging operation frame as claimed in claim 1, wherein in the upper stress component, the concave jacking is placed on the I-shaped steel, the screw rod of the concave jacking is upwards sleeved in the steel pipe, the flat jacking is jacked on the ceiling, the screw rod of the flat jacking is downwards sleeved in the steel pipe, and the heights of the steel pipe and the flat jacking are adjusted by rotating the nut handles on the concave jacking and the flat jacking.
4. The portable outer wall overhanging operation frame as claimed in claim 1, wherein the distance between the I-beams is determined according to the width of the window, the maximum is not more than 1500mm, the distance between the overhanging operation frame and the inner support from the wall is 100-200 mm, the height of the operation frame is not more than three layers, and each layer of the operation frame is fixed with the building by using a steel tie pipe.
5. The portable outer wall overhanging handling frame of claim 1, wherein when the handling frame upright stanchion is inconvenient to erect, a coupling beam can be additionally arranged on the I-shaped steel, the I-shaped steel can be replaced by channel steel, and the coupling beam is the same.
CN202021333004.9U 2020-07-06 2020-07-06 Portable outer wall handling frame of encorbelmenting Active CN213297074U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021333004.9U CN213297074U (en) 2020-07-06 2020-07-06 Portable outer wall handling frame of encorbelmenting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021333004.9U CN213297074U (en) 2020-07-06 2020-07-06 Portable outer wall handling frame of encorbelmenting

Publications (1)

Publication Number Publication Date
CN213297074U true CN213297074U (en) 2021-05-28

Family

ID=76019746

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021333004.9U Active CN213297074U (en) 2020-07-06 2020-07-06 Portable outer wall handling frame of encorbelmenting

Country Status (1)

Country Link
CN (1) CN213297074U (en)

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