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Deep foundation pit construction organization design - 5 The deep foundation pit construction organization design - 5 is rich and detailed, and can be downloaded for reference and learning by netizens. -
Construction organization scheme of a deep foundation pit This paper illustrates the whole construction organization process for a foundation pit, including construction schedule, construction stocking, earth excavation, prestressed anchor cable, anchor rod construction, drainage, etc. -
Construction organization design of a deep foundation pit support Construction organization design of a deep foundation pit support Construction organization design of a deep foundation pit support Construction organization design of a deep foundation pit support -
Construction organization design of deep foundation pit support F1-1 project site is located at the junction of Huaxia Road and Jinsui Road, Tianhe District, Guangzhou City. The plot is located at the east side of Huaxia Road and the south side of Jinsui Road, covering an area of 17580m, with a building area of about 200000 m. It is proposed to build a super high-rise business office building, with 46 floors above the ground and 4 floors in the basement. The structure is frame shear structure, and the foundation is proposed to be pile foundation. This time -
Construction organization design of deep foundation pit soil Project name: Lot B Section I of Plot No. 24 [2007] Construction unit: xx Jindi Zhongtian Real Estate Development Co., Ltd. Survey unit: xx Provincial Engineering Survey Institute Design unit: China United Engineering Corporation Foundation Pit Enclosure Design unit: xx Municipal Survey, Design and Research Institute Supervision unit: xx Xin'an Construction Supervision Co., Ltd. Construction unit: xx Haohe -
Construction organization design of deep foundation pit of subway Xx Interchange is the third bid section of xx Rail Transit Line 3 Project, which belongs to the pilot section project (municipal supporting project). The small mileage end of the station is located at the intersection of Renmin West Road and Xiuyuan Road, and the large mileage end is located at the intersection of Renmin West Road and Kehua Road. The starting mileage is YDK10+293.6, and the ending mileage is YDK10+472.6. The proposed station is a two storey underground station -
Deep foundation pit construction organization design (original) This document is the construction organization design of deep foundation pit (original). The content is detailed and clear, and has high reference value. It can be downloaded for reference. -
Construction organization design of a deep foundation pit This material is the construction organization design of a deep foundation pit of a building. It is detailed and can be downloaded by designers for reference -
Construction organization design of super deep foundation pit Measuring building, scientific research center building, testing line facilities, among which Workshop IV, Workshop V and Workshop VI belong to Phase II. The office building, the experimental center (two buildings), the machine research building, the detection building, and the scientific research center building are below the six buildings, which is an integral super deep foundation pit. The effective space of the foundation pit is large (the building area reaches 11268m2, and the excavation depth is -
Construction organization design of deep foundation pit support The shaft mixing power unit is equipped with one DH-608 crawler type pile driver, which is drilled and stirred at one time to reach the design depth, and a single row of cement soil continuous wall is made along the center line of foundation pit enclosure. -
Construction organization design of super deep foundation pit The relevant technical requirements for the construction of the deep foundation pit are described in detail, including the enclosure of the deep foundation pit (cement soil mixing pile retaining wall, light well point dewatering, monitoring of the foundation pit and surrounding buildings and structures, and deep foundation -
Construction organization design of a deep foundation pit support The excavation depth of the foundation pit of the project is 6.0m, and the foundation pit is graded at one level with a slope ratio of 1:0.3 -
Construction organization scheme of deep foundation pit in a city According to the engineering geological conditions of the site, the structure and load characteristics of each building, comprehensive technical and economic analysis, and construction conditions analysis, all buildings on the site can adopt the natural foundation scheme. -
Construction organization design of deep foundation pit earthwork excavation This project is a sewage treatment project of Zoucheng XXXXXX Co., Ltd., located in the western development zone of Zoucheng City. The terrain of the site is relatively flat. The maximum ground elevation is 65.38m, the minimum is 64.67m, and the relative ground elevation difference is 0.71m. The geomorphic type of the site is river alluvial plain. According to the geological data, there are two underground concrete supply and drainage lines around the foundation pit -
Construction Organization Design of Deep Foundation Pit of Ocean Mansion Project name: Construction scale of pile foundation works of xx Building: the total construction area is 44634 square meters, of which the ground construction area is about 36134 square meters, and the underground construction area is about 8500 square meters. The scope of this bid includes the pile foundation part and the support part, and the details are as follows: 1.1 The scope of the pile foundation works of the pile foundation part is 6 #, 7 #, 8 # -
Construction organization design of deep foundation pit support in a project The original landform of the site is denuded monadnock, which is then leveled manually. According to the drilling disclosure, the rock and soil layers in the proposed site include: artificial fill layer (Qml), Quaternary residual soil layer (Qel) and the Mesozoic Yanshanian granite (53). The characteristics of each rock and soil layer are as follows: 1. Artificial fill layer (Qml): brown yellow, maroon, brown yellow, mainly composed of -
Construction organization design of deep foundation pit excavation and support This project is the construction and installation project of the reconstruction and expansion project of xx Hotel. The project is located in Huancheng West Road in the lower urban area of xx, with Wulin Road in the east, Qingchun Road in the south, buildings A and B of the retained xx Hotel in the west, and Jiaochang Road in the north. ± 0.000 in this project is equivalent to the elevation of 8.700m in the Yellow Sea. It consists of two main buildings and the basement. The second floor of basement (the second building underground -
Construction organization design scheme of deep foundation pit The construction organization design scheme of a deep foundation pit has detailed description for reference and download. -
[Construction organization design of a deep foundation pit support] The project manager responsibility system is implemented for the project. The technical director, shift foreman, technician, quality inspector, safety officer, materialman and other management personnel are subordinate to the project. The project method construction is implemented in the project. The project is systematically managed according to the principle of optimized combination of production factors and dynamic management. During the construction process, the ISO9000 international quality certification standard and relevant controlled documents of our company are strictly followed -
Special construction organization scheme for complete deep foundation pit 1. Technological process of mechanical excavation: surveying and setting out, tangent excavation in layers, drainage, slope repair, leveling, reserving enough soil layer, etc. When the adjacent foundation pit is excavated, the construction procedure of deep before shallow or simultaneous construction shall be followed. The excavation shall be carried out from top to bottom in horizontal sections and layers. The bottom width of the pit shall be checked while excavating. If it is not enough, it shall be timely rectified. The side shall be trimmed every 1m or so to reach the design elevation and then unified -
Construction organization design for earthwork excavation of a deep foundation pit According to the requirements of the foundation pit enclosure drawing, set the excavation boundary along the excavation face of the foundation pit, and set the slope near the foundation pit enclosure line. See the foundation pit enclosure drawing for the specific section of the slope setting coefficient. The working face of the foundation pit edge is 800 wide, 300 × 300 drainage ditches are built along the working face perimeter, and a 1000 × 1000 × 1000 water collecting well is built on the east and west sides respectively. -
Construction organization design of deep foundation pit of subway station Xx station is located underground at the intersection of Beijing Road and xx, and the station is arranged along the north-south direction. This station is an island platform station with two floors underground. The effective platform center mileage of the station is right Ⅱ CK8+165.766, the designed starting mileage is right Ⅱ CK8+100.966, and the ending mileage is right Ⅱ CK8+363.766. The station is provided with 4 entrances and one fire fighting drainage -
Construction organization design for earthwork excavation of a deep foundation pit/ This project is a sewage treatment project of Zoucheng XXXXXX Co., Ltd., located in the western development zone of Zoucheng City. The terrain of the site is relatively flat. The maximum ground elevation is 65.38m, the minimum is 64.67m, and the relative ground elevation difference is 0.71m. The geomorphic type of the site is river alluvial plain. According to the geological data, there are two underground concrete supply and drainage lines around the foundation pit -
Construction organization design of deep foundation pit in a certain area The relevant existing roads around are Songbai Road and Longda Road. Tangming Road is the only traffic trunk road connecting the park with the outside world at present, with heavy traffic. The design scope of Tangming Road is B-0-091.531 (starting point)~B1+651.732 (ending point), from the east side of Maozhou River to the west side of Longda Road. A horizontal curve is set in the plane design, -
Construction organization design of deep foundation pit in an area - 5 The environmental type of the site is Class II. The groundwater quality in this environment is weakly corrosive to concrete, non corrosive to reinforcement in reinforced concrete structures, and weakly corrosive to steel structures. The 2-4th layer of medium sand and the 2-9th layer of medium coarse sand in the site belong to strong permeable layer, and other rock and soil layers belong to weak permeable layer. The burial depth of the mixed stable groundwater level is 0.10~2.90m, with an average of 1 -
Construction organization design for earthwork excavation of a deep foundation pit Located in Zoucheng West Development Zone, the site is relatively flat, with the maximum ground elevation of 65.38m and the minimum ground elevation of 64.67m -
Construction organization design of super deep foundation pit in a workshop The effective space of the foundation pit is large (the building area reaches 11268m2, the excavation depth is deep (the average excavation depth is about 5m)), and the surrounding environment is complex (there are corresponding buildings and structures in the southeast, northwest and northwest, the Sinopec gas station in the east is close to Yunchuan Road, the first construction workshop in the north is the third, the west is the municipal sewage trunk line - the west trunk line, and the south is the municipal road Lianqi Road -
Organization design and construction scheme of a deep foundation pit The project adopts the vibration single pile driving method, which requires a 360 type vibration pile hammer. During the pile driving process, the pile driving sequence and pile driving perpendicularity should be well controlled. If the perpendicularity deviation is too large, it should be adjusted or pulled out in time for re driving. I-beam steel adopts I45b steel sheet piles, with a single pile length of 12m, and the insertion depth of steel sheet piles should not be less than 6m. Five steel sheet piles are required for each meter -
Henan deep foundation pit monitoring construction organization scheme The excavation depth of the foundation pit of this project: the excavation depth of the training center and the shift dormitory is 4.65m~4.8m, and the excavation depth of the credit card center and e-commerce building project is 9.0m. According to the classification standard of the safety level in Table 3.1.3 of the Technical Specification for Building Foundation Pit Support JGJ120-2012, the safety level of the foundation pit side wall is defined as Level II. -
Construction organization scheme for earthwork excavation of deep foundation pit The total construction area of the project is 134276.55 ㎡, including 35237.57 ㎡ underground construction area, two floors underground, 27 floors above the ground (three floors of podium), and the main building is a double tower building. -
Design of construction organization scheme for deep foundation pit Project overview, general construction deployment and construction difficulties, construction methods and technology, quality assurance system and measures, technical measures for safe and civilized construction -
Construction organization design of deep foundation pit support with composite soil nailing wall This data is the construction organization design of composite soil nailing wall deep foundation pit support, which is only for reference. -
Construction organization design of deep foundation pit of subway shield The South Section of Rail Transit Line 11 is about 58.962km long from xx Road Station in xx New Area to xx Station by Dishui Lake, including 13.741km underground line and 45.221km elevated line, with 11 stations. There are 2 underground stations and 9 elevated stations. The maximum interval distance is 10.601km, and the minimum interval distance is 2 -
Construction organization design of deep foundation pit excavation and support for building 1. In the base, there are two underground floors and an integral basement. Above the basement, there are four high-rise residential buildings, namely, rooms 51, 52, 53 and 54. Rooms 51, 52 and 53 are 29 floors above the ground, and room 54 is 27 floors above the ground. 2. Two floors of basements with raft foundation are set in the site. 3. Foundation pit scale: the total area of foundation pit is about
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one Animation of deep foundation pit construction -
two Difficulties in deep foundation pit construction -
three Construction case of deep foundation pit -
four Construction sequence of deep foundation pit -
five Construction site of deep foundation pit -
six Station deep foundation pit construction -
seven Winter construction of deep foundation pit -
eight Deep Foundation Pit Construction Contract