Test construction scheme

[Beijing] Test construction scheme of residential building project

Site laboratory conditions, test records and accounts, main test management, concrete entity detection test scheme, decoration construction test scheme

[Shanxi] Multi storey office building construction test construction scheme

The main engineering practices related to the construction test of this project are as follows: the reinforcement with a diameter greater than or equal to 18 is mechanically connected by rolling straight thread sleeve, and the joint grade is above Grade I; All structural concrete is commercial concrete, and the concrete strength grades are C15 C20、C30、C35、C40， The anti-seepage grade of basement floor is P8, and the anti-seepage grade of exterior wall is P8

[Beijing] Test construction scheme of high-rise residential project

Construction scale of the project: the total construction area is about 50000 square meters, and the height is about 100 meters; Structure type: frame shear wall; Architectural design: the project consists of three civil residences (1 # building, 2 # building, 3 # building) with two floors underground and thirty floors above the ground, of which the basement of 2 # building is the civil air defense basement. 31 pages in total, prepared in 2012.

[Xinjiang] High rise commercial and residential building project inspection and test construction scheme

Building 11 # of XX Jiayuan Residential Community is located to the west of Changchun Road in the new urban area of XXXX, to the south of the main road in the north of the city (Changzhou Street), to the east of Changsha Road and to the north of Kashi East Road; The total building area is 7706.6 m2. This project is a Class II residential building with a fire resistance rating of Class II, a shear wall structure, an seismic fortification intensity of 8 degrees, and a design basic seismic acceleration of 0

Construction scheme of subgrade 4% lime soil filling test section

Since the soil along the line is mainly low liquid limit clay and loam, and most of them are located in weak expansive soil and paddy field sections, with poor soil quality and high water content, the design determines that the subgrade along the line will be filled with lime improved soil. The 0~40cm thick road trough bottom is filled with lime improved soil mixed with 8% of lime, and the quantity is 221277m3. 40~80cm at the bottom of the road trough is mixed with 6%

Construction scheme of 5% cement improved soil test section on the surface of subgrade bed

The upper layer of the formation of section xx to xx (GK1107+617 ～ DK114+200) of xx line is filled with 5% cement improved soil, and the compaction standard should meet the following requirements: foundation coefficient K30 ≥ 110MPa/m, and compaction coefficient K ≥ 0.95.

[Hebei] Construction Scheme of Railway Subgrade ab Filler Test Section_

The test section is located between Yincun across Beijing Guangzhou Railway, Xiehe Super Major Bridge and Zhongping across Beijing Zhuhai Expressway Super Major Bridge. The line passes through cultivated land with flat terrain and the maximum filling height of the center is 7.24m. 6.2 Stratum structure silty clay: brown yellow, purple red, hard, 0~0.5m thick; Silty sand: brown yellow, moderately dense, slightly wet, 0~1.3m thick; Cobble

Construction Scheme for Test Section of Asphalt Concrete Upper Course (AC-13C)

Catalog I, Basis for Preparation of Construction Scheme II, Construction Purpose of Test Section III, Construction Time and Place of Test Section IV, Preparation of Test Section V, Construction Process Arrangement of Test Section VI, Maintenance and Traffic Control of Test Section VII, Quality System and Quality Control Method VIII, Safe Production Procedure IX, Civilized Construction and Environmental Protection Measures X, Annexes

[Anhui] Construction scheme for subgrade filling 6% lime soil test section (including commencement report)

Through the paving of lime improved soil test section, verify whether the 6% lime improved soil can meet the requirements of various technical indicators such as the strength required by the specification, determine the relevant data such as the number of compaction times, loose paving coefficient (the specified compaction thickness is 20cm) required to achieve the specified compaction degree and thickness, and reasonable matching and process combination, as well as reasonable construction technology, for the later subgrade filling

[Guangzhou] Construction Scheme for Engineering Inspection Lot Division and Inspection Test of the Exchange

The basement of the project has three floors and the tower has 46 floors. The seismic fortification intensity is 7 degrees. The buried depth of the basement (calculated to the bottom of the floor) is 15.35m. The main structure is a composite structure of steel reinforced concrete frame and reinforced concrete cylinder. The basement is a cast-in-place reinforced concrete structure, mainly in the form of ribbed beam floor.

Construction Scheme for Test Section of Coarse grained Asphalt Concrete (AC-25C) Lower Layer

The construction of the test section of coarse grained asphalt concrete (AC-25C) lower layer is to explore a set of standard construction methods for the construction of the lower layer of the whole line, determine the organization mode suitable for its construction, verify the working efficiency of mechanical equipment, and optimize the construction parameters to guide the large-scale construction of the lower layer. The technology and construction preparations for the construction of the lower layer of our contract section have been completed

0090 Construction Scheme for Subgrade Filling Test Section of High speed Railway. doc

0161 Construction Scheme for High speed Railway Subgrade Filling Test Section.doc

[Inner Mongolia] Test construction scheme for concrete curing test block of commercial building under the same conditions

The project includes modern intelligent high-rise office building and hardbound high-rise commercial apartment. The total building area is 41797.08 square meters, with 2 floors underground and 24 floors above the ground, with a building height of 94.7 meters. The facade of the project is decorated with high-grade granite stone curtain wall and glass curtain wall combined system. The structure is of frame shear wall structure, of which the underground garage is of frame structure, with beams

[Hubei] Construction Scheme for Test Section of Subgrade Works of a Section of Expressway (China Railway Bridge Bureau)

The subgrade test section is located between the 4 # bridge of XX reservoir and the main bridge of XX interchange. The line (XX140+600 ～ XX140+750) crosses the tail of a gully. Vegetation is developed in the gully. The surface is covered by Quaternary alluvium and diluvium. It is mainly soft plastic plastic clay, with a thickness of about 2~3m. Bedrock is exposed on the slopes on both sides of the gully. It is the Cretaceous Luojingtan Formation (XX

[Guangxi] Construction Scheme for Technological Test of Transition Section of Railway Engineering (CRCC)

The test site is the transition section on both sides of XXXX frame culvert. The culvert is orthogonal to the line, and the top filling height of the culvert is 3.68m. The original ground is to remove the topsoil and roll the original ground. The transition section construction can be carried out after the construction is completed.

Construction Scheme for Fire Water System and Hydrostatic Test of Intel (Dalian) FAB68 Production Plant Project

The fire water system and hydraulic test construction scheme of Intel (Dalian) FAB68 production plant project, and the main pipe and branch pipe with a hydraulic test scheme greater than DN80 (inclusive) and larger than F26a fire water system flushing and hydraulic test scheme of Intel (Dalian) FAB68 production plant project are connected with galvanized steel pipe clamps. Galvanized steel wire is used for branch pipes less than DN80 (not included)

Construction Scheme for Process Test of Pile Cap DK136+357.1 ～ DK159+795 of XX Bid Section of XX Section of Newly built XX to XX Railway

There are 2 single track super large bridges 2489.18m long, 8 major bridges 1989.68m long and 2 medium bridges 133.08m long in this section. There are 12 bridges in total, with a total length of 4.407km, accounting for 20% of the length of this section, and 146 cushion caps.

Construction Scheme for Filling Subgrade Test Section of Changzhuyuan Henan Hubei Junction Reconstruction Project of New National Highway G220 (original S216)

The reconstruction project of the new national highway G220 (original S216) from Changzhuyuan to the junction of Henan and Hubei is a part of the original S216 line, which is a national highway upgrading and reconstruction project during the "13th Five Year Plan" period. It is located in Changzhuyuan Township, Shangcheng County, south of Xinyang City, starting from Wufan Village, Changzhuyuan Township (from the newly added G220 (original S216) line Shangcheng County to the end of Changzhuyuan Reconstruction Project), starting from the pile

Construction Scheme for Graded Crushed Stone Subbase Test Section of Changzhuyuan Henan Hubei Junction Reconstruction Project of Newly Added National Highway G220 (Original S216)

The newly added national highway G220 (original S216) Changzhuyuan Henan Hubei junction reconstruction project has a total of 102599.8 ㎡ graded crushed stone subbase. At present, the subgrade of K61+440-K65+440 section has met the conditions for graded crushed stone construction, so it is decided to construct this section first. Before construction, K61+600-K61+800 section is taken as the test section

Construction design test plan

This data is the construction design test plan, which is detailed and can be downloaded for reference.

Method Statement for Blasting Test Operation

Content introduction 2.2 Design of presplitting blasting test 2.2.1 Aperture, hole spacing and hole depth (1) Aperture: the same aperture as the blasting hole D=80mm (2) Hole spacing: calculated by a=(8-12) D formula, the proposed hole spacing is 1.0m (3) Hole depth: the slope excavation required by the project, when presplitting blasting is carried out, a presplitting blasting is carried out

Construction scheme for external wall water spraying test

In order to ensure the waterproof effect of the exterior wall facade of Dongguan Baiyue Shangcheng Phase III Project, meet the occupancy and use function of the owner, continuously improve the construction quality of the construction project, and effectively solve the common problem of the exterior wall seepage quality of residential projects; Implement the Notice of Dongguan Housing and Urban Rural Development Bureau on Conducting the Water Spray Test on the Exterior Wall before the Acceptance of the Decoration Division of Residential Projects in Dongguan on January 17, 2013

Construction scheme of a subgrade test section

Construction scheme of a subgrade test section Construction scheme of a subgrade test section Construction scheme of a subgrade test section

Construction scheme of water stabilized layer test section

3% cement subbase is 17cm thick, 38.5m pavement half width of water stable layer is 11.9m, 19m pavement half width of water stable layer is 9.85m, top surface completion acceptance deflection is 60.2, compressive modulus is 1500Mpa; The thickness of 5% cement upper base course is 15cm, the width of half width water stable layer of 38.5m pavement is 11.5m, and the width of half width water stable layer of 19m pavement

Construction scheme for pipeline system test and purging

1、 Preparation Basis II. Project Overview III, Pipeline System Pressure Test and Purging Construction Organization IV, Pipeline System Pressure Test Prerequisites V, Pipeline System Purging and Pressure Test Construction Procedure VI, Pipeline Purging and Pressure Test Technical Requirements and Safety Measures VII, Construction Plan VIII, Labor Distribution IX, Purging and Pressure Test Quality Assurance Measures X, Pipeline System Purging and Pressure Test

Construction organization design scheme of a test section

K6+160～K6+260， 100 m long, used as embankment filling test section. The filling height of embankment is 19~21m, the filling is 27380m3, and the filling materials are transported from K5+760~K5+800 cutting excavation. The filling test is conducted this time. One layer is filled with about 1680m3 of soil, 0.30m of loose paving thickness, and about 2000m3 of soil is taken.

Method Statement for PE Pipe Hydrostatic Test

The construction scheme of PE pipe hydrostatic test, the viscoelasticity, compression creep, expansion, pressure loss shrinkage and other characteristics of PE pipe are shown during pressure test. Therefore, it is necessary to fully understand the pressure drop of PE pipe during the pressure test, and fully consider that the pressure drop does not necessarily mean that the pipe has leakage. AWZ-9 booster pump is used for pipeline pressure test

Construction Scheme for 200m Subgrade Test Section

In order to ensure the quality of subgrade construction and determine the construction process and technical parameters of subgrade filling, it is critical to do a good job in the test section. Therefore, the key point of standardized and programmed subgrade construction control is to do a good job in the test section to guide the construction of the whole line and ensure the quality and progress of the project.

Method statement for tank hydrostatic test

According to the actual situation on the site and the water source, the method of single tank and single test is adopted on the site; The test water for the second tank uses the water stored in the first tank. Use the "U" pipe connection method to pour the water in the first tank into the second tank. After the water level of the two tanks is equal, use the pipe pump to pump the water in the first tank into the second tank.

Construction Scheme for Subgrade Earthwork Test Section

In order to ensure the quality of subgrade construction and determine the construction process and technical parameters of subgrade filling, it is critical to do a good job in the test section. Therefore, the key point of standardized and programmed subgrade construction control is to do a good job in the test section to guide the construction of the whole line and ensure the quality and progress of the project.

Test construction scheme of building residential project

The steel bars shall be of the same heat number and not more than 60t as a batch. Two steel bars shall be taken from each batch. After the end of each bar is removed for 50cm, two tensile samples with a length of 500mm and two cold bending samples with a length of 500mm shall be taken. In this way, there are four test pieces in total for two tension and two bending. The material department shall properly keep the steel plate with the heat number of the manufacturer, and submit the copy to the technology department for filing.

Construction scheme for open channel lining test

Project overview: The construction of channel lining in this bid section mainly involves the open channel lining project. The test section is selected as IV55+700~IV55+900, straight section, soil slope lining and canal bottom lining on the right bank of the canal, with a total length of 200m. The overflow slope coefficient of this section is 2, and the slope slope length is 20.4m. The thickness of slope lining is 10cm. Main quantities are C

Construction Scheme for Subgrade Filling in Test Section

The Contractor selects K13+818.0~K13+950.5 as the subgrade filling test section of the contract section according to the technical specifications of the bidding documents. The filling of this section is about 13464 M3. The width of the subgrade is 24.5m, the cross slope of the driving road surface is 3%, the cross slope of the earth shoulder is 3%, and the slope ratio of the subgrade slope is 1:1.5. This section is located in the orange field

Construction scheme of lime soil test section

It is proposed to carry out the test section of subgrade filling with lime soil in the borrow area. The filling materials for this test section are the stuffy lime soil in the borrow area, and the lime soil is 5% lime soil. According to the water content of the soil, the one-time or secondary lime mixing scheme is adopted for the construction, and it is planned to fill two layers of soil.

Technical scheme for construction of subgrade test section

Xx Expressway starts at Litian Interchange on the 6th Ring Road, crosses Shunyi and Pinggu Districts of Beijing, and ends at Liangbashan, southeast of Xiagezhuang, Pinggu District, Beijing. This contract section is the 5th bid section, and the design length of the main line is 5.25 km. The route passes through Beiwu Town and Dasungezhuang Town of Shunyi District in this bid section. Starting and ending chainages K15+150~K20+400, subgrade width

Construction scheme of water stabilized layer test section

Contents 1. Implementation objectives of the test section 1 2. Construction preparation 2 2.1 Determination of the location and implementation time of the test section 2 2.2 Construction technical preparation 2 2.3 Construction machinery preparation 3 3. Construction scheme 4 3.1 Construction procedures and processes 4 3.2 Construction methods of each process 4 3.3 Quality inspection control 15 4

Construction Scheme for Subgrade Filling Test Section

Construction scheme for subgrade filling test section Construction scheme for subgrade filling test section Construction scheme for subgrade filling test section

Method Statement for Pipeline Hydrostatic Test

This document is the construction scheme of pipeline hydrostatic test. The contents are detailed and can be used for reference.

Concrete construction scheme of a test tower project

Concrete construction scheme of a test tower project Concrete construction scheme of a test tower project Concrete construction scheme of a test tower project