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Construction scheme of outrigger scaffold of a high-rise building The cantilever scheme is prepared based on the principle of cost saving, convenient support and removal, and less impact on masonry and exterior decoration. Compared with the conventional surrounding scaffolding, the advantage of this scheme is that the large-area overhanging steel pipe scaffolding eliminates diagonal bracing, and directly relies on the tie bar and the cantilever to form a triangular stress model to bear the load, so as to minimize the impact on masonry and exterior wall decoration, Accelerated progress and guaranteed quality. -
Construction scheme for outrigger scaffold of a high-rise building The organization design outline is proposed to use climbing frames. Since the current construction preparation work for climbing frames can not keep up with the construction and production progress, in order to ensure safe production, complete the project with quality and quantity guaranteed and set the construction period, we decided to use the cantilever frame construction layer by layer from the eleventh floor of the standard floor. 2) The cantilever scheme is prepared based on the principles of cost saving, convenient support and removal, and little impact on masonry and exterior decoration, -
Special construction scheme for profile steel outrigger scaffold This document is a special construction scheme for profile steel outrigger scaffold. The contents are detailed for reference. -
Special construction organization scheme for profile steel outrigger scaffold The external scaffold of this project adopts [14a steel and [14b steel to erect fastener type steel pipe external scaffold. Combined with the height of this project, the military building is erected in two sections with the main body rising. The first cantilever section is erected from the second floor to the seventh floor (elevation 2.55~21.175m), and the second cantilever section is erected from the eighth floor to 1.5m above the parapet height of the eleventh floor -
Construction sample of external scaffold of a project Scaffold erection method scheme of a project Manual valve Manual valve Astiphen Astiphen ah‘ The scholar doctor Astiphen Astiphen actually increased a lot -
External scaffold construction organization scheme In combination with the structural form and actual construction characteristics of the project, the floor type scaffold is erected around the building. See the plane layout for the details of the erection position. The floor type steel pipe scaffold adopts the form of lifting and fully unloading at the section above+22.2m. Two lifting sections are set, namely,+22.20~+37.20m,+37.20~+57.00m,. Full height fully enclosed fastener type -
Detailed Rules for Construction Supervision of External Scaffold In order to fully implement the safety policy of "safety first, prevention first", the detailed rules are hereby prepared and implemented to supervise the construction unit to construct in strict accordance with the special construction scheme and relevant specifications, control the construction quality of scaffolding outside the project and implement safety measures in place, ensure that the project reaches the municipal civilized and standardized site, and achieve safe and orderly construction. -
A construction scheme for high-rise outrigger scaffold The steel plate embedded parts shall be embedded before sealing the formwork for the vertical cylinder and shear wall. The size and layout of the embedded parts are detailed in Figure 3. The channel steel and embedded iron parts shall be welded on the poured cylinder and wall (the cylinder and wall must have sufficient strength). -
Construction scheme of outrigger scaffold of a high-rise building Before cast-in-situ floor slab, a 40 cm short steel pipe (100 * 100 10 thick anchor plate welded under the steel pipe) with a spacing of 1.6 m is directly inserted into the bottom of the slab. The short steel pipe is 1400 mm away from the outer edge of the floor. ⑤ Since there is a 1600 mm reverse beam at the axis, two rows of 1200 short steel pipes must be buried (one row is 1.4 m away from the outer edge, and one row is 2.3 m away from the outer edge -
Special construction scheme of shaped steel outrigger scaffold in a city When the workers are erecting the external scaffold on the scaffold, the working surface must be paved with enough scaffold boards and bound firmly, and the operators must wear safety helmets and safety belts. -
Construction scheme of high-rise outrigger scaffold in a city At present, the preparation work for climbing scaffold construction can not keep up with the construction and production progress. In order to ensure safety in production, complete the project with quality and quantity guaranteed and set the construction period, we decided to use the cantilever construction from the eleventh floor of the standard floor. -
Text of construction plan for a high-rise overhanging scaffold Cantilever steel pipe scaffold shall be erected by layer by layer cantilever and layer by layer tie. The erection sequence and cycle are as follows: erection of bottom layer cantilever, erection of bottom layer large cross bar, erection of bottom layer inner and outer vertical bars, erection of bottom layer second row large and small cross bars. After the concrete strength reaches the standard, the steel bar shall be used to tie the scaffold for erection of the next layer of scaffold...... Such cycle erection. -
Construction design scheme of a high-rise outrigger scaffold 1. Before cast-in-situ floor slab, a 40 cm short steel pipe (100 * 100 10 thick anchor plate welded under the steel pipe) with a spacing of 1.6 m is directly inserted into the bottom of the slab. The short steel pipe is 1400 mm away from the outer edge of the floor. ⑤ Since there is a 1600 mm reverse beam at the axis, two rows of 1200 short steel pipes must be buried (one row is 1.4 m away from the outer edge, and one row is 2 -
Construction scheme of a famous high-rise outrigger scaffold This document is the construction scheme of a famous high-rise outrigger scaffold. The content includes the construction process and quality of outrigger scaffold. The content is detailed for reference only. -
Detailed construction scheme of a high-rise outrigger scaffold Before cast-in-situ floor slab, a 40 cm short steel pipe (100 * 100 10 thick anchor plate welded under the steel pipe) with a spacing of 1.6 m is directly inserted into the bottom of the slab. The short steel pipe is 1400 mm away from the outer edge of the floor. ⑤ Since there is a 1600 mm reverse beam at the axis, two rows of 1200 short steel pipes must be buried (one row is 1.4 m away from the outer edge, and one row is 2.3 m away from the outer edge -
Detailed special construction scheme of profile steel outrigger scaffold The external scaffold of this project adopts [14a steel and [14b steel to erect fastener type steel pipe external scaffold. Combined with the height of this project, the military building is erected in two sections with the main body rising. The first cantilever section is erected from the second floor to the seventh floor (elevation 2.55~21.175m), and the second cantilever section is erected from the eighth floor to 1.5m above the parapet height of the eleventh floor -
Special construction scheme for external scaffold Coastal Constellation Hotel Apartment Phase I (Buildings B and C) and Phase II (Building A) are three 27 storey apartment buildings, located at the intersection of Desheng Middle Road and Jingui Road, Desheng District, Daliang Street, belonging to shear wall structure. Invested and built by Shunde Huacai Enterprise Investment Co., Ltd., designed by Shunde Architectural Design Institute Co., Ltd., geological survey conducted by Shunde Survey Co., Ltd., and Guangdong Jinqiao Construction Co., Ltd -
Construction design of scaffold (bamboo) outside the project It is located in the south of Jiayuan Road and the east of Huarong Road, adjacent to the workshops of Yongchang Knitting Co., Ltd. and Xianhong Food Co., Ltd. in the south, and adjacent to the commercial and residential building of Yijing Garden in the north; The community consists of 16 six storey and half frame commercial and residential buildings and substations, with a total construction area of 87597.61m2. The community also has outdoor leisure and green areas, children's playground, badminton court and shopping malls -
Construction scheme of cantilever external scaffold With the increasing number of high-rise buildings and the increasing complexity of building structures, scaffolding, formwork engineering, foundation pit, tower crane and other projects have many dangerous factors in the erection, construction, and use of operations, which are prone to casualties. -
Special construction scheme for external scaffold- Coastal Constellation Hotel Apartment Phase I (Buildings B and C) and Phase II (Building A) are three 27 storey apartment buildings, located at the intersection of Desheng Middle Road and Jingui Road, Desheng District, Daliang Street, belonging to shear wall structure. Invested and built by Shunde Huacai Enterprise Investment Co., Ltd., designed by Shunde Architectural Design Institute Co., Ltd., geological survey conducted by Shunde Survey Co., Ltd., and Guangdong Jinqiao Construction Co., Ltd -
External scaffold construction scheme copy The project consists of residential tower and commercial building, with two floors underground. The depth of foundation pit is about 11m, and the foundation is raft foundation. This scheme is a scaffold scheme for basement structure construction. -
Construction organization of scaffold (bamboo) outside the project The community is composed of 16 six storey and half frame commercial and residential buildings and substations, with a total construction area of 87597.61m2. The community is also equipped with outdoor recreational green area, children's playground, badminton court, shopping malls, neighborhood committees, property management and other service facilities, with a green area of 23000m2 and a greening rate of more than 40%; The roads in the community are unblocked, and the basement and ground floor are set -
Construction organization design of external scaffold Fastener type steel pipe scaffold shall be made of malleable cast iron, and its material shall comply with the current national standard Fasteners for Steel Pipe Scaffolds (GB15831); Fasteners made of other materials shall not be used until their quality is proved to meet the requirements of this standard through tests. -
Construction and assembly of outrigger scaffold of a high-rise building The steel plate embedded parts shall be embedded before sealing the formwork for the vertical cylinder and shear wall. The size and layout of the embedded parts are detailed in Figure 3. The channel steel and embedded iron parts shall be welded on the poured cylinder and wall (the cylinder and wall must have sufficient strength) -
Common external scaffold construction scheme The project is located at No. 1, Yangtze River Road, Urumqi, with a construction area of 22405.4m2; The building area of the first underground floor is 1016.285 m2; The first floor is 5.1m high, the standard floor is 3m high, there are 21 floors above the ground, and the eaves are 65m high. Single row scaffold is used in this project -
Example of external scaffold construction scheme This material is the construction scheme of external scaffold, which is detailed and can be downloaded for reference. -
Anhui Scaffolding Construction Scheme The original construction organization design outline of the extension supporting project of the staff's home is proposed to use climbing frames. Since the current construction preparations for climbing frames can not keep up with the construction and production progress, in order to achieve safe production, complete the project with quality and quantity guaranteed and set the construction period, we decided to use the cantilever frame construction layer by layer from the eleventh floor of the standard floor. -
Safety construction scheme of scaffold The area enclosed by axes 1 and 9 and axes A and C of the project is a milk powder tower. The height from the outdoor ground level to the main roof is 38.500 meters. It is a frame structure. Seismic joints are set between the milk powder tower and other buildings. The roof structure of the plant is steel structure with color steel plate roof. The height is 12 meters. Erect cantilever scaffold on it. It is 60m long and 14m wide. -
External scaffold construction scheme 20140905155658 This document is the construction scheme of external scaffold 20140905155658, which can be used for reference. -
External scaffold construction scheme 20140905155659 This document is the construction scheme of external scaffold 20140905155659, which can be used for reference. -
Construction Scheme for External Scaffold of a Project External scaffold construction scheme of a project External scaffold construction scheme of a project External scaffold construction scheme of a project -
Construction scheme of scaffold outside Nanjun Project name: Buildings 20-22 and 25 # in the first bid section of Xinhua Chengnanjun; Project address: west of Longtan Road, north of Wanguan Road, east of Aolaifeng Road, Tai'an City; Construction unit: Tai'an Xinhua Real Estate Development Co., Ltd; Designer: Qingdao Original Architectural Design Co., Ltd -
GB55023-2022 General Specification for Construction Scaffolds GB55023-2022 General Specification for Construction Scaffolds (national standard)!!! The content is complete!!
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one Specification for erection of external scaffold -
two Specification for cantilever external scaffold -
three Acceptance Specification for External Scaffold -
four External scaffold protection specification -
five Specification for isolation of external scaffold -
six Specification for scaffolding outside buildings -
seven Specification for removal of external scaffold -
eight Specification for external scaffold cushion