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Construction Drawing of Foundation Pit Support and Dewatering of Logistics Park

Uploaded on: 2023-10-10 14:14:18

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Construction drawings of foundation pit support and dewatering in the Logistics Park, including the surrounding environment and profile distribution of the foundation pit, the plan of foundation pit support in Phase IV, the plan of foundation pit support in Phase V, the plan of foundation pit support in Zone A in Phase III, the plan of foundation pit monitoring, the plan of foundation pit dewatering in Phase IV

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Construction Organization Design of Foundation Pit Row Pile Support and Dewatering of Building
The total land area of the project is 50801.31 square meters. The plot is composed of four plots, namely, No. 11, No. 12, No. 13 and No. 14. There is a planned road (XX Road) between No. 11, No. 12 and No. 13, No. 14. The site is flat and convenient for transportation. According to the geological survey report and excavation drawing, the excavation depth of the foundation pit is 16.53m~18.03m (relative to the original landform elevation) (the excavation depth of the foundation pit in the D-D support section is the deepest); On the north side of Building 2 # (outside the B-B support profile), the municipal greening slope soil outside the site is about 1~2m higher than that inside the site (relative to the original landform elevation). According to the Code for Investigation of Geotechnical Engineering (GB50021-2001), 2009 edition, the importance level of the project is Level I, the site level is Level II, the foundation level is Level II, and the geotechnical investigation level is Level A. The foundation pit support and dewatering works of this project were designed by XX Survey, Design and Research Institute Co., Ltd. The scheme has been demonstrated by experts and confirmed as qualified. The designer has made a comprehensive reply to the review comments.

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Construction Scheme for Soil Nailing Wall Support and Dewatering of Sichuan Foundation Pit
According to the data, the elevation of the project ＋ 0.00 is 493.2m, and the natural floor is about 491.9m~492.7 m. According to Table 11.5.3 in the Code for Design of Building Foundation in xx Region (DB51/T5026-2001), combined with the surrounding environment of the project and the design of foundation pit wall, the excavation depth of the project is 4.4~8.3 m. It is determined that the foundation pit safety level of the project is Level II, and the foundation pit importance coefficient γ=1.0.

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Construction Scheme for Shotcrete Anchor Foundation Pit Support and Dewatering in Sichuan
± 0.000 in this project, equivalent to 313.15m absolute elevation; Building 1 # and 2 # ± 0.000 is equivalent to the absolute elevation of 313.250m, building 3 # ± 0.000 is equivalent to the absolute elevation of 313.350m and 313.450m, building 4 # ± 0.000 is equivalent to the absolute elevation of 313.550m, and building 5 # ± 0.000 is equivalent to the absolute elevation of 313.450m and 313.450m. Total building area: 67992m2.

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Longcheng Tianyue Foundation Pit Support and Dewatering Construction Scheme
There are four high-rise residential buildings in this project, 25 #, 26 #, 31 #, 32 #, frame shear structure, pile foundation raft foundation. The foundation of high-rise residential building is treated with CFG pile composite foundation. The CFG concrete strength grade is C25. The characteristic value of design single pile bearing capacity is not less than 705KN, and the characteristic value of composite foundation bearing capacity is fspk? 565kpa, raft foundation is adopted as the foundation, with concrete strength of C35 and impermeability grade of P6.

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The safety level of building structure (including foundation) is Level II, the design level of foundation is Level B, and the safety level of foundation pit engineering is Level I. It is proposed to use row piles and soil nailing walls for foundation pit side wall support, and pipe well dewatering is adopted for dewatering design.

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The proposed site is located at the intersection of Chezhan Road and Xuefeng Road in Nanyang City. The landform is simple, the site is flat, the upper layer of the soil layer within the excavation depth is plain fill, and the lower layer is silt, fine sand and medium coarse sand. The excavation depth of the proposed project is about 7 meters below the natural ground. The south side of the foundation pit is the 1 # building of the commercial and residential building under construction, the east and north sides are temporary buildings, and the other parts are open areas in the site. In combination with the excavation depth of the foundation pit and the site conditions, support measures are required for the foundation pit. According to the construction experience of the adjacent site and the calculation analogy, it is proposed to use shotcrete surface support measures for the foundation pit. The survey report shows that the groundwater level is about 4 meters deep in the foundation pit excavation, and certain dewatering measures need to be taken for the foundation pit.

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Construction organization of square foundation pit slope support and dewatering
The proposed xx City Plaza project is located in Qili Village, xx District, xx City, with a total planned land area of 135775.66 m2; Of which, the land area of this bidding lot is 27034.96 m2; The planned building area is about 133000 m2, of which the basement area is about 48000 m2, which is a two-story basement; 13-14 floors above ground; Multi tier commerce: about 5 floors. The frame structure or frame shear wall structure system is adopted for high-rise residential buildings, and the underground garage is a two-story building. The frame structure system is proposed to be adopted. The project was designed by xx City Benchmark Fangzhong Architectural Design Firm and surveyed by xx Southwest Survey, Design and Research Institute Co., Ltd.

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[Jiangsu] Foundation pit soil nailing wall support and dewatering construction organization design
The proposed site of xxxx project is located in the north of xx road in xxxx park, with a total land area of 27196m2 and a total building area of 134648.4m2. The main buildings are a new district management committee office building and a five-star hotel, which are twin towers (about 99.1m high), supporting facilities and underground garage. According to the design drawings, there are two underground floors within the scope of the buildings to be built. The frame line of the outdoor wall of the basement is basically trapezoidal, about 150m long in the north, about 208m long in the south, and about 100m wide in the foundation pit. See the following table for the main buildings.

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Construction Scheme for Foundation Pit Support and Dewatering of Soil Nailing Wall
2.1 Proposed project location and surrounding environment The proposed site is located in xx County. Yangqiao East Road is about 14-19 meters to the west of the proposed building, Yongchang Road is about 12.5-18.5 meters to the south, and the site to be built is in the north and east. The project environment is good and suitable for project construction. 2.3 Project content 1. Soil nailed wall 2. Precipitation

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Foundation pit dewatering support and earthwork excavation construction scheme
The metallurgical logistics center business building project is located in Zhangjiagang City. The main building of the project has 10 floors, partial auxiliary buildings have 3 and 5 floors, and the underground civil air defense has one floor, with a building height of 42.3m; The total construction area is 20148 ㎡, including 4406 ㎡ underground construction area and 15742 ㎡ aboveground construction area; The main building structure of the building is a frame structure, and the foundation is a pile raft composite foundation. The project is invested and constructed by Jiangsu Yangzijiang International Metallurgical Industrial Park, designed by Huadian Architectural Design and Research Institute, geological survey by Zhangjiagang Architectural Design and Research Institute Co., Ltd., supervised by Jiangsu Zhongxin Engineering Investment Project Management Consulting Co., Ltd., and construction organized by Jiangsu Huaiyin Construction Engineering Co., Ltd.

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Bidding document of a foundation pit support and dewatering project in WORD format.

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Considering the construction site conditions, progress requirements, construction equipment and other factors, the project decided to adopt plate supporting structure (steel sheet pile), whose model was determined by calculation. The foundation pit shall be maintained in the form of steel support.

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This drawing is the construction drawing of deep foundation pit soil nailing wall support and tube well dewatering (cad, 5 drawings), which includes the layout plan of dewatering wells and observation points, the layout plan of basement support, the general design description, detail (I), detail (II), etc. The content of the drawing is complete, the expression is clear, and the drawing is rigorous. The designer is welcome to download and use it.

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The combined support system of two fulcrum row piles+plain shotcrete is adopted for foundation pit support; The row piles shall be spiral bored pressure grouting concrete piles, and the anchor bolts shall be reinforced cement ground anchors; The row of piles has a diameter of 0.6m, a length of 17.5m, a spacing of 1.2m, and a crown beam size of 0.7m × 0.5m. The groundwater type is pore phreatic water. The burial depth of the stable water level is about 4m~4.3m, and the water level drop value in the century is 10.5m. Deep well point dewatering is adopted. The pumping well is 32m deep and 0.7m in diameter. CFG pile composite foundation is adopted for foundation treatment, with the pile diameter of 0.6m, the preliminarily selected pile length of 20m, and the screw drill is used for drilling.

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Construction scheme for dewatering and foundation pit support of training center
This data is the construction scheme for dewatering and foundation pit support of the training center, which is complete and detailed for reference.

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Shotcrete anchor support and dewatering construction scheme for foundation pit in Fujian
The project is designed as a secondary foundation pit, the importance coefficient of the side wall is 1.0, and the reasonable use time is 6 months. According to the surrounding site conditions and engineering geological conditions, the combined shotcrete anchor support structure is adopted in this project. In order to avoid piping in the silty sand layer, a dewatering well point shall be set at the pit wall. Dewatering shall be continued during the foundation construction. The condition for stopping the dewatering is after the main building has completed 4 floors.

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The project is large in scale, including 5 high-rise buildings, of which T1 (32nd floor) and T2 (51st floor) are office towers with heights of about 170m and 250m respectively, and the structural system adopts frame tube structure; T3 (24th floor), T5 (15th floor) and T6 (18th floor) are hotel towers with heights of about 100m, 70m and 73m respectively. The structural system adopts frame shear wall structure.

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[Sichuan] Building foundation pit row pile support and dewatering construction organization design
The proposed XX Center Project of XX Investment Co., Ltd. is located at the intersection of East Street, East Fourth Section, Second Ring Road, XX City, surrounded by roads. The total land area of the project is 50801.31 square meters. The plot is composed of four plots, namely, Plot 11, 12, 13, and 14. There is a planned road (XX Road) between Plot 11, 12, and Plot 13, 14.

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[Jiangsu] Foundation pit dewatering support and earthwork excavation construction scheme
The metallurgical logistics center business building project is located in Zhangjiagang City. The main building of the project has 10 floors, partial auxiliary buildings have 3 and 5 floors, and the underground civil air defense has one floor, with a building height of 42.3m; The total construction area is 20148 ㎡, including 4406 ㎡ underground construction area and 15742 ㎡ aboveground construction area; The main building structure of the building is a frame structure, and the foundation is a pile raft composite foundation. The project is invested and constructed by Jiangsu Yangzijiang International Metallurgical Industrial Park, designed by Huadian Architectural Design and Research Institute, geological survey by Zhangjiagang Architectural Design and Research Institute Co., Ltd., supervised by Jiangsu Zhongxin Engineering Investment Project Management Consulting Co., Ltd., and construction organized by Jiangsu Huaiyin Construction Engineering Co., Ltd.

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The proposed foundation pit support and dewatering project of xx City Plaza is located at the west side of the Fifth Avenue Road in xx City. The proposed site is about 65 meters long from north to south, 126 meters wide from east to west, and the excavation depth of foundation pit is about 11.0 meters.

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X International Phase II is planned to be built in XX Town, XX District, XX City, on the south side of XX Avenue, with convenient transportation. The project has three underground floors, and the excavation depth of foundation slab is 14.2-15.2m.

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This document is a construction scheme for deep foundation pit earthwork excavation, support and dewatering. The content is detailed and clear, and has high reference value. It can be downloaded for reference.

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This document is the construction scheme of foundation pit support structure and foundation pit excavation and dewatering, which is detailed and clear, and has high reference value. It can be downloaded for reference.

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Dewatering construction scheme of pipe well supported by soil nailing and shotcrete anchor in foundation pit
The area of the foundation pit of this project is about 600 m2, the perimeter is about 140 m, and the excavation depth of the foundation pit is 16.79 m. The construction site of the structure is narrow and the foundation pit is deep. Effective support measures must be taken to stabilize the foundation pit wall and ensure the safety of the foundation pit construction of the coarse screen and lift pump house.

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Foundation pit support dewatering and earthwork construction scheme of a television center
This data is the construction scheme of foundation pit support, dewatering and earthwork for a TV center. The content is detailed and can be used for reference. I hope it can help you.

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Air conditioning CAD of Zhengzhou Logistics Park Construction plans paper
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This document is a complete set of construction drawings for a large logistics park project. Including architecture, structure, water and electricity, etc., the drawings are complete in content, clear in expression, and rigorous in drafting. Designers are welcome to download them for reference.

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Cad for heating design of large logistics park Construction plans
This material is the CAD construction drawing for heating design of large logistics park. The drawings include: heating system drawing, basement heating plan, heating plan of each floor, etc. The design is accurate and the content is detailed, which can be downloaded by designers for reference.

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[Jiangsu] Foundation pit support and dewatering project scheme design Construction plans
This data is the design and construction drawing of [Jiangsu] foundation pit support and dewatering project scheme, which includes the surrounding environment map of foundation pit, the layout plan of foundation pit support, the monitoring plan of foundation pit and other contents. The design is detailed and normative, and can be downloaded for reference.

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Foundation pit support and dewatering of a Country Garden · Longcheng Tianyue
There are four high-rise residential buildings in this project, 25 #, 26 #, 31 #, 32 #, frame shear structure, pile foundation raft foundation. The foundation of high-rise residential building is treated with CFG pile composite foundation. The CFG concrete strength grade is C25. The characteristic value of design single pile bearing capacity is not less than 705KN, and the characteristic value of composite foundation bearing capacity is fspk? 565kpa, raft foundation is adopted as the foundation, with concrete strength of C35 and impermeability grade of P6.

Topic: Dewatering design of foundation pit support Foundation pit dewatering Foundation pit support and dewatering works
Supervision disclosure record of foundation pit support and dewatering works
Supervision work content: according to the supervision entrustment contract of the project, the supervision scope of the project is the quality control in the construction phase. According to relevant laws and regulations, the construction unit and the construction unit are contractual relations, and the construction unit and the supervision unit are also contractual relations, but the supervision unit and the construction unit are not contractual relations, but the relationship between supervision and the supervised.

Topic: Foundation pit support disclosure Dewatering design of foundation pit support Foundation pit support and dewatering design
Detailed rules for on-site supervision of foundation pit support and dewatering works
In terms of foundation works, it includes: earthwork backfilling, concrete pouring of cast-in-place piles, concrete pouring of diaphragm walls, soil nailing walls, post cast strips and other structures, waterproof concrete pouring, detailed structural treatment of coiled material waterproof layer, and installation of steel structures; The main structure works include: concealed process of beam column node reinforcement, concrete pouring, prestressed tensioning, prefabricated structure installation, steel structure installation, grid structure installation, cable membrane installation, etc; And other parts of the site required by the construction unit as required.

Topic: Detailed rules for on-site supervision Side station of foundation pit support Dewatering design of foundation pit support