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Construction Scheme of Gymnasium Concrete Works No. Project content 1 Project name: National Fitness Center Stadium in XX District, XXXX City 2 Project address: XXXX District, XXXX City, bordering XX Railway in the east, connecting XXX Road in the west, and ending at XX West Street in the south -
Construction Scheme of Fair faced Concrete for Gymnasium Project This data is the construction plan of fair faced concrete for the gymnasium project, which is 36 pages in total, and is detailed for reference. -
Fair faced concrete construction scheme of gymnasium project (attached figure) (1) The selection of wall formwork and the construction of fair faced concrete must eliminate the common quality problems such as mortar leakage, dislocation, formwork shifting, and uneven internal and external corners that are easy to occur in the construction of conventional structures. Through analysis and comparison, the fair faced formwork system uses the large shaped combined formwork system, the panel uses the imported 18mm thick film covered multilayer WISA (Visa) board, and the vertical rib uses the "several" shaped profile, which passes through the panel from the -
Construction Scheme of Gymnasium Concrete Works 2.1 General introduction No. Project content 1 Project name: National Fitness Center Stadium in XX District, XXXX City 2 Project address: XXXX District, XXXX City, adjacent to XX Railway in the east, connected to XXX Road in the west, and connected to XX West Street in the south 3 Construction unit: Investment Project Capital Office of XX District, XXXX City -
Construction Scheme of Reinforced Concrete Arch of a Gymnasium in Shanxi ***The university gymnasium project has two parallel reinforced concrete arches that span over the gymnasium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box -
Construction Organization Scheme of Reinforced Concrete Arch in University Gymnasium Project The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box type -
Construction Scheme of Reinforced Concrete Arch of University Gymnasium Project A university gymnasium project has two parallel reinforced concrete arches that span over the gymnasium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. -
Construction Design Scheme of Reinforced Concrete Arch in University Gymnasium Project ② Earthwork backfilling process: construction preparation → virtual paving of 3:7 lime soil → rolling → ring cutter sampling → lower backfilling, and the backfilling range is around the cushion cap. The soil and garbage shall be removed before backfilling, and the backfilling soil shall be 3:7 lime soil. The sieved particles shall not be greater than 5mm. Backfill shall be backfilled symmetrically in layers, with a compaction coefficient of 0.96. Vibratory roller shall be used during construction, and dead angle and pile edge shall be -
Complete construction scheme for reinforced concrete arch of university gymnasium project 2、 Project overview The Datong University Gymnasium Project has two parallel reinforced concrete arches that span over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch subbase -
Construction Organization Design Scheme of Reinforced Concrete Arch in University Gymnasium Project The engineering arch is designed as cast-in-place structure. The designer has divided the block diagram after disclosure. After technical analysis and scheme comparison, the scheme of symmetrical block pouring along the arch span direction is generally adopted. All sub divisional works shall be constructed alternately under this general idea. The pile foundation works shall be completed in early July, the pile test work shall be completed before July 16, and the cushion cap construction shall be completed before August 10 -
Design Scheme of Reinforced Concrete Arch Construction Group for University Gymnasium Project The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box type -
Construction design scheme of reinforced concrete arch of a university gymnasium project The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. -
Detailed Construction Organization Design Scheme for Reinforced Concrete Arch of University Gymnasium Project The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. -
Construction organization design scheme of reinforced concrete arch of a key university gymnasium project The longitudinal load-bearing reinforcement in the arch is designed to be new Grade III steel, and the reinforcement connection method is mechanical connection according to the regulations. The straight thread connection technology is used in this project. The reinforcement engineering is installed symmetrically from both sides at the same time, and the top closure part of the reinforcement joint is connected by cold extrusion -
Design Scheme of Complete Construction Organization for Reinforced Concrete Arch of University Gymnasium Project 2、 Project overview The Datong University Gymnasium Project has two parallel reinforced concrete arches that span over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch subbase -
Construction organization design scheme of reinforced concrete arch of university gymnasium project (word format) The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box type -
Construction Organization Design Scheme of Reinforced Concrete Arch in University Gymnasium Project The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box type -
Construction organization design scheme of reinforced concrete arch of a university gymnasium project in Shanxi The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box type -
Construction Scheme of Reinforced Concrete Frame Structure Gymnasium Formwork (with node construction drawing) The project is located in the north area of the college. The west side of the building is the new golf course of the college, the east side is the construction site, and the southwest side is the student dormitory of Building 2, Spanish Street. The total construction area is about 73841.14 ㎡, including 11904.60 ㎡ for indoor stadium and power room. The main structure type is frame structure, and the foundation form is strip foundation plus independent foundation -
Construction Scheme of Reinforced Concrete Arch of a Gymnasium in Shanxi Province (Luban Prize for 115m span arch reticulated shell) ***The university gymnasium project has two parallel reinforced concrete arches that span over the gymnasium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box -
Construction Organization Design Scheme of Reinforced Concrete Arch of Shanxi Datong University Gymnasium Project The arch of this project is designed as a cast-in-place structure. After disclosure, the designer has specifically divided the block diagram. After technical analysis and scheme comparison, the scheme of symmetrical block pouring along the arch span direction is generally adopted. -
Construction Organization Design Scheme for Reinforced Concrete Arch of Shanxi Datong University Gymnasium Project The Datong University Gymnasium Project has two parallel reinforced concrete arches spanning over the stadium from south to north to support its roof. The center span of the arch is 115m, and the height of the arch crown is 30.5m. Both ends of the arch are solid sections, and the middle part is rectangular cavity sections. The section size is 2.5m high and 1.5m wide, and the wall thickness of the cavity is 400mm. Arch bottom foundation consists of pile foundation and box type -
Construction Scheme of High Formwork for Gymnasium The project covers an area of 434.0 ㎡, with a total floor area of 2346.9 ㎡. The buildings are classified as multi-storey public buildings, and the fire resistance rating is Grade II. There are one underground floor and five above ground floors. The basement floor is 3.0m high, and the first to fifth floors are 3.6m high. The total building height is 20.7m. The basement is a non motorized parking lot, and the first to fifth floors are functional classrooms and teachers' office buildings. -
Construction Scheme of a College Gymnasium Construction scheme of a college gymnasium, construction unit: a college in Shanghai Project name: Gymnasium Project location: 6001 #, Hongmei South Road Building area of a college: 1500M2 Structural floors: two floors of frame; Project content: all civil works and installation works of the project -
Special Construction Scheme for High Formwork of Gymnasium The technical scheme and calculation sheet for the construction of high formwork scaffold of Lianyungang Gymnasium show that the seismic fortification is 7 degrees. -
Formwork construction scheme of a gymnasium in Shanghai The construction site of Shanghai * * * University Gymnasium is located in the west campus of Shanghai * * * University * * Campus, No. * * *, Shanghai. To the south of * * *, to the north of * * Road, to the east of * * Road, and to the west of * * * Road, it is the northwest corner of * * * Campus. The project covers an area of 56580m2, a building area of 19950m2, and a building area of 10760m2 on the first floor. Architecture -
Construction Scheme for Steel Structure of Gymnasium The project is composed of 5 inverted triangular pipe trusses, the maximum truss span is 66.1m, and the indoor net height is about 22.95m. The steel trusses are connected by single grade secondary trusses, and the steel trusses are supported by concrete columns and wind resistant columns to form a flexible structural system; The maximum weight of a single steel truss is 27 tons, -
Construction Scheme of Gymnasium Engineering Formwork The site is divided into north and south construction areas. Each area is provided with a closed woodworking shed. Buildings B-1 #~B-3 # and B-7 # are the north construction area, while buildings B-4 #~6 # and BP # power distribution room are the south construction area. In addition to the combined steel formwork used for the external retaining wall of B-7 # building, the multi-layer plate formwork is used as the formwork for ± 0.00 upper and lower works. Closed formwork shall be set in the north and south production areas -
Construction Scheme for Curtain Wall of Wukesong Gymnasium Construction Scheme for Curtain Wall of Wukesong Gymnasium Construction Scheme for Curtain Wall of Wukesong Gymnasium Construction Scheme for Curtain Wall of Wukesong Gymnasium -
Construction Scheme for Steel Structure of a Gymnasium The steel structure of the project has a large span, a single steel beam has a large weight and a large section. There are certain difficulties in processing, transportation and installation, so our company will take specific measures according to the specific situation. -
Survey construction scheme of a gymnasium in Chizhou The * * * project in Chizhou City, Anhui Province is located at the * * * side of * * * South Road, Chizhou City, Anhui Province, with a land area of 116251m2; Floor area: 13896 m2; Building area: 30405m2; 784m2 underground; 29621 m2 above ground. Number of building floors: 1 underground floor, 4 above ground floors, building height: ± 0.000 absolute standard -
Sichuan Provincial Gymnasium Construction Scheme The post disaster recovery and reconstruction project of Guanghan Cultural and Sports Center in Sichuan Province includes the stadium, national fitness center, sports center, shadow center, outdoor works of sports and shadow center, and purchase of engineering installation equipment. The total planned land area of the project is 15.3734 hectares. The total area of the sports ground is 52034 ㎡, including 27579 ㎡ for new construction, 24455 ㎡ for maintenance and reconstruction -
Concrete construction scheme of a hospital This paper is a concrete construction scheme of a hospital, which explains the construction scheme of the reconstruction project in detail from the aspects of project overview, construction deployment, construction preparation, main construction methods and measures, quality requirements, and precautions. -
Analysis of concrete construction scheme For the 6 # internal mixing workshop project, this project is a multi-storey and bent building with a floor height of 7.2 meters, of which the interlayer between the 8 and 9 axes is 3.9 meters high, the second floor is 6.8 meters high, the third floor is 4.5 meters high, and the fourth floor is 5.1 meters high. The bent part belongs to cast-in-place cup mouth, and with the corbel column, it is equipped with two overhead cranes, the south span is a 10 t overhead crane, and the north span is a 20 t overhead crane -
Concrete construction scheme of a project Concrete construction scheme of a project Concrete construction scheme of a project Concrete construction scheme of a project -
Construction scheme of a concrete road Asphalt concrete pavement construction scheme Asphalt concrete pavement construction scheme The main line pavement surface of the contract section is designed to be 7cm thick grained asphalt concrete, 5cm medium grained asphalt concrete, and 4cm medium grained asphalt concrete. Plant mixing method of asphalt concrete mixing equipment is used for mixing, asphalt concrete paver is used for paving, and 14t double drum vibratory roller and wheel are used -
6 - Concrete construction scheme 708 This document is a factory's 6-concrete construction scheme 708, which is detailed and can be used for reference. Topic: Concrete construction scheme -
Analysis on concrete construction scheme The concrete of this project is premixed concrete, mainly pumped. The basement part adopts automobile pump, and the high-rise uses concrete delivery pump and placing boom to transport concrete to the concrete pouring surface. The slump of concrete should be controlled at 16 ± 2cm. The initial setting time of concrete is 6 hours, the final setting time is 8 hours, and the initial setting time of bottom plate concrete is 8 hours, and the final setting time is
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one Construction Scheme of Gymnasium Curtain Wall -
two Construction Scheme for Gymnasium in Rainy Season -
three Gymnasium formwork construction scheme -
four Construction Scheme for Gymnasium Installation -
five Winter Construction Scheme of Gymnasium -
six Construction Scheme for Gymnasium Demolition -
seven Waterproof construction scheme of gymnasium -
eight Construction Scheme for Base Course of Gymnasium