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Construction Scheme of Expressway Cast in place Pile The bridge works in this section all adopt bored pile foundation. There are 165 bored piles, 7988.6 linear meters in total. There are 64 φ 1.2m pile foundations, totaling 2500 linear meters; 40 φ 1.5m piles, 2080 linear meters in total; There are 61 piles with a diameter of 1.6m, totaling 3408.6 linear meters. -
Construction Scheme for Cast in place Pile of Expressway The project starts from the third line interchange (K21+386.208) of Shugang, Haibin Avenue, south of the Yongding New River estuary, and successively crosses the fourth line of Shugang (the planned Hong Kong Island passenger dedicated line) and the planned main river channel of Yongding New River northward. The line extends northward in the form of viaducts on beaches and beaches, and intersects with Guihua Road in the planned coastal leisure tourism area (Beijing Hong Kong Expressway, Guihua Road 5) -
Construction Scheme of Bored Cast in place Pile of an Expressway This document is a construction scheme for bored cast-in-place piles of an expressway. The contents of the document are detailed and the data are available for reference. -
Construction Scheme of Bored Cast in place Pile for Shanghai Expressway Shanghai A30 Expressway and the fifth contract section are three floor interchange hubs. It is located in Caolu Town, Pudong New Area. The bridge site is basically dry land with flat terrain. The general ground elevation is about 3.60~6.30. There are Suitang River, Zhaojiagou River and several small rivers passing through the site. The river bottom elevation is 1.86~0.76m. -
Construction Scheme of Bored Cast in place Pile for an Expressway in Shanghai The Construction Organization Design of Bored Piles submitted for Bid 05 of the expressway (a river - outer ring road) project has been reviewed and is feasible. According to this construction organization, construction inspection and acceptance shall be carried out in strict accordance with the Technical Specification for Testing of Building Foundation Piles (DGJ-218-2003) and the Construction Specification for Bored Piles (DBJ08-202-92). -
Analysis on Construction Scheme of Bored Cast in place Pile of an Expressway This data is: the list of construction plans for bored cast-in-place piles of an expressway in Shanghai is complete, which can be downloaded by designers for reference. -
Construction scheme of bored cast-in-place pile for expressway in a certain area According to local data, the perennial rainy season is in June and July, and the maximum temperature is within 40 ℃. In July and August, winter is in December, January and February, but the temperature below zero is very low, which does not affect the construction of bored piles. There are no adverse geological phenomena such as hidden creeks and ponds in the site area. The average annual buried depth of groundwater level is 0.5m, and the water quality is not corrosive to concrete. -
Construction scheme of bored cast-in-place pile for super large bridge of expressway There are 305 piles in total, with pile diameter of φ 1.2m φ1.5m、φ1.6m、φ1.8m、φ2.0m、φ2.2m， Pile length range: 20m to 46m. -
Construction Scheme of Bored Cast in place Piles for an Expressway in Shanghai Shanghai A30 Expressway and the fifth contract section are three floor interchange hubs. It is located in Caolu Town, Pudong New Area. The bridge site is basically dry land with flat terrain. The general ground elevation is about 3.60~6.30. There are Suitang River, Zhaojiagou River and several small rivers passing through the site. The river bottom elevation is 1.86~0.76m. -
Construction design scheme of bored cast-in-place pile for expressway in a certain area According to local data, the perennial rainy season is in June and July, and the maximum temperature is within 40 ℃. In July and August, winter is in December, January and February, but the temperature below zero is very low, which does not affect the construction of bored piles. There are no adverse geological phenomena such as hidden creeks and ponds in the site area. The average annual buried depth of groundwater level is 0.5m, and the water quality is not corrosive to concrete. -
Construction Scheme of Bored Cast in place Piles for an Expressway in Shanghai This document is the construction scheme of bored cast-in-place piles for an expressway in Shanghai. For reference -
Construction Scheme of Bored Cast in place Piles for an Expressway in Shanghai/ The Construction Organization Design of Bored Pile submitted for Bid 05 of A30 Expressway (Jiehe Outer Ring Road) Project has been reviewed and is feasible. According to this construction organization, construction inspection and acceptance shall be carried out in strict accordance with DGJ-218-2003 Technical Specification for Testing of Building Foundation Piles and DBJ08-202-92 Construction Specification for Bored Pile. -
Construction Scheme of Digging Cast in place Pile for a Section of Guangzhou Shenzhen Expressway along the Yangtze River 1. The project is located in Huangpu District of Guangzhou City, a contract section of Guangzhou Shenzhen Riverside Expressway. The bid section starts from the east of Miaotou Village Guantian Interchange (K3+882.89) to the end of the bid section (K9+074.00), and connects with A5 bid section, with a total length of 5.191km; -
Construction Scheme of Digging Cast in place Pile for an Expressway Project The coordinates of each pile position shall be calculated in detail according to the construction drawings. The coordinates shall be set out accurately with the total station, and shall be led outside the pile position range for pile protection with cement concrete. In order to ensure the accuracy of setting out, two different methods are used to correct each other during setting out. -
Technical scheme for construction of rotary drilling cast-in-place pile foundation of expressway A total of 85 bored piles for the foundation of XXXX Bridge at XX Section of XX Expressway, XX South Ring Separated Flyover and XX South Interchange E Ramp Bridge will be drilled by rotary drilling rig, with design length ranging from 22-42m and pile diameter of 1.2m and 1.5m. -
Construction Scheme for Bored Pile Foundation of Expressway Overpass （1） The second contract section of XX (XX boundary) - XX section of XX Expressway starts at K8+920-K21+000, and the main line is 12.08km long. The main works include subgrade, pavement, bridge and culvert works, including 64 main bridge and culvert structures. Among them, there are 3 prestressed hollow slab medium bridges, 1 prestressed hollow slab separation overpass, and cast-in-place box girders -
Construction design scheme of bored cast-in-place pile for a expressway in Shanghai Pile foundation engineering is one of the key processes of the whole project. In view of the characteristics of this site, such as multiple geological structure levels, large difference in bearing capacity, deep depth of bored piles, high quality requirements, and high technical content, our ministry has assigned management personnel with professional qualification of foundation to be responsible for the construction of pile foundation of this project. And transfer engineering technicians and professional teams of relevant disciplines to establish the pile foundation engineering department -
Construction Scheme and Measures for Bored Cast in place Piles of an Expressway in Shanghai Shanghai A30 Expressway and the fifth contract section are three floor interchange hubs. It is located in Caolu Town, Pudong New Area. The bridge site is basically dry land with flat terrain. The general ground elevation is about 3.60~6.30. There are Suitang River, Zhaojiagou River and several small rivers passing through the site. The river bottom elevation is 1.86~0.76m. -
Construction Scheme of Bored Cast in place Pile for a Freeway Separated Flyover Construction scheme of bored cast-in-place pile for a highway separated overpass construction scheme of bored cast-in-place pile for a highway separated overpass -
Construction group scheme of bored cast-in-place piles for an expressway in Shanghai The foundation under the pier of the main span and long span continuous box girder bridge on ramps C and D of the project is 182 Φ 1000 bored piles in total, of which 92 are for the main line; The rest are 178 Φ 800 bored piles combined with PHC pipe piles, including 26 for the main line. The buried depth of the pile top is about 2m, the pile tip enters the ⑦ silty sand layer, and the effective pile length is 39-45m -
Construction Scheme of Manually Excavated Cast in place Piles for Inner Mongolia Xinjiang Expressway K80+890 Bridge is located in the new section of Contract 19 of Kunming Hekou Highway Zhongxx Expressway in Yunnan Province of Erenhot Chengdu Kunming Hekou Highway, the national trunk line (GZ40). The span arrangement is: left side (starting point K80+856, ending point K80+944), 4 holes 20m (at the middle line of the road), right side (starting point K80+836, ending point K -
Construction Scheme of Impact Bored Cast in place Pile for Super Large Bridge of Expressway XX Bridge is located at the junction of XX Village and XX border, and it crosses XX River. River valley bank slope landform in the bridge site area. The bridge spans XX obliquely, and the river channel is about 36 meters wide. The abutments on both sides are high, and the valley in the middle is low. The terrain undulates greatly. The ground elevation along the axis is 731.50~786.13 m, with a relative height difference of 54.63 m. City port slope toe 25 -
Construction scheme of bored cast-in-place pile for expressway in a certain area of Shanghai The foundation under the pier of the main span and long span continuous box girder bridge on ramps C and D of the project is 182 Φ 1000 bored piles in total, of which 92 are for the main line; The rest are 178 Φ 800 bored piles combined with PHC pipe piles, including 26 for the main line. The buried depth of the pile top is about 2m, the pile tip enters the ⑦ silty sand layer, and the effective pile length is 39-45m -
Construction Scheme of Bored Cast in place Pile for a Highway Pavement Project in Jiangsu Province In order to avoid affecting the solidification of the poured concrete in the adjacent hole, drill again after the concrete in the adjacent hole reaches the design compressive strength, so as not to affect the concrete quality -
[Shanghai] Construction organization design scheme for bored cast-in-place piles of an expressway Shanghai A30 Expressway and the fifth contract section are three floor interchange hubs. It is located in Caolu Town, Pudong New Area. The bridge site is basically dry land with flat terrain. The general ground elevation is about 3.60~6.30. There are Suitang River, Zhaojiagou River and several small rivers passing through the site. The river bottom elevation is 1.86~0.76m. -
Construction organization design scheme of bored cast-in-place pile for a highway in Shanghai This document is the construction organization design scheme of bored cast-in-place piles for an expressway in Shanghai. Shanghai A30 expressway and the fifth contract section are three floor interchange hub projects. It is located in Caolu Town, Pudong New Area. The bridge site is basically dry land with flat terrain. The general ground elevation is about 3.60~6.30. There are Suitang River, Zhaojiagou River and several small rivers passing through the site. The river bottom elevation is -
Organization design and construction scheme of bored cast-in-place pile for an expressway in Shanghai Ten machines are proposed to be used for the bored piles of the project, which are stable and flexible, and suitable for the simultaneous construction of one pier per two machines. Conventional machines and tools are used for the fabrication and discharge of reinforcement cages. -
Construction Scheme of Bored Pile in a Contract Section of National Highway 112 The xx super large bridge in the eighth project section of xx east section of national highway 112 is set for the main line crossing xx local ditches and channels. The starting and ending stakes of the bridge project are K18+271.938~K19+211.869, with a total length of 939.93m and a bridge area of 30935.2m2. The pile foundation of this project is cast-in-place pile foundation, concrete -
Construction Scheme of Digging Cast in place Pile for a Bridge of Bazhong Dazhou Expressway in Sichuan Province K47+680xxx2 bridge is located at xx Village, xx Town, xx County, next to the old line xxxx. The total length of the bridge is 192m, starting at K47+586 and ending at K47+778. The superstructure is 6 × 30m prestressed concrete simply supported T-beam, with 60 T-beams in total. The bridge deck is continuous after simply supported, and the bridge width is 24.50m. Cylindrical -
Construction Scheme of Digging Cast in place Pile for a Bridge of Bazhong Dazhou Expressway in Sichuan Province K47+680xxx2 bridge is located at xx Village, xx Town, xx County, next to the old line xxxx. The total length of the bridge is 192m, starting at K47+586 and ending at K47+778. The superstructure is 6 × 30m prestressed concrete simply supported T-beam, with 60 T-beams in total. The bridge deck is continuous after simply supported, and the bridge width is 24.50m. Cylindrical -
Construction Design Scheme of Bored Cast in place Pile Project of an Expressway in Shanghai The foundation under the pier of the main span and long span continuous box girder bridge on ramps C and D of the project is 182 Φ 1000 bored piles in total, of which 92 are for the main line; The rest are 178 Φ 800 bored piles combined with PHC pipe piles, including 26 for the main line. The buried depth of the pile top is about 2m, the pile tip enters the ⑦ silty sand layer, and the effective pile length is 39-45m -
Construction Organization Plan for Digging Cast in place Pile of a Bridge on Bazhong Dazhou Expressway in Sichuan Province The total length of this bridge is 192m. The starting point is at K47+586, and the ending point is at K47+778. The superstructure is 6 × 30m prestressed concrete simply supported T-beam, with 60 T-beams in total. The bridge is continuous after simply supported, and the bridge width is 24.50m. 20 cylindrical piers, 348.8m in total, of which the highest pier is 25.21m, and the pier foundation is all people -
Construction Scheme of Digging Cast in place Pile for a Bridge of Bazhong Dazhou Expressway in Sichuan Province/ 1. Bidding documents, addenda, construction design drawings and reference materials of No. xxx2 bridge of BD07 contract section (K42+300~K51+100) of civil works of Bazhong Dazhou Expressway in Sichuan Province; 2. Relevant laws, regulations, policies and management measures of the state, the Ministry of Communications and the construction unit on expressway capital construction; -
Construction Organization Plan for Digging Cast in place Pile of a Bridge on Bazhong Dazhou Expressway in Sichuan Province According to the characteristics of the project, in order to complete the construction tasks with high quality and efficiency and achieve the management objectives of our project department, the project management department has one project manager, one chief engineer and one deputy manager, and five departments and two offices, namely, the engineering department, the safety department, the planning and contract department, the financial department, the machinery and materials department, the general office and the site laboratory.
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one Construction scheme of an expressway -
two Construction scheme on expressway -
three Construction scheme under expressway -
four Construction Scheme for Crossing Expressway -
five Construction Scheme for Crossing Expressway -
six Construction Scheme of Expressway Tunnel -
seven Construction Scheme for Capping Beam of Expressway -
eight Construction Scheme for Undercrossing Expressway