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天津某工业厂房施工组织设计(英文)简介:
Title: Construction Organization Design for an Industrial Factory in Tianjin
Introduction:
This construction organization design for an industrial factory in Tianjin is a comprehensive strategic plan outlining the procedures, methods, and schedules for the erection and completion of the facility. Located in the vibrant industrial hub of Tianjin, this project involves the erection of a state-of-the-art facility that will cater to the needs of a specific industry,可能是制造业、物流仓储或高科技企业等.
The design encompasses various stages, including site preparation, foundation laying, steel structure erection, interior fit-out, and quality control measures. The project aims to ensure efficient use of resources, minimize disruptions to the local community, and adhere to strict safety and environmental standards as per the regulations of the city and national guidelines.
Our approach involves a phased construction plan, prioritizing tasks based on their dependencies and criticality. Key elements include a well-coordinated teamwork, advanced construction technologies, and adherence to strict project milestones to ensure timely completion within the planned timeframe.
Environmental sustainability is a significant consideration in this design, with measures incorporated to minimize waste, reduce energy consumption, and promote green construction practices. Safety is of utmost importance, and all aspects of the project have been designed with worker safety and public safety in mind.
In conclusion, this construction organization design is an intricate blueprint that reflects our commitment to delivering a high-quality, efficient, and sustainable industrial facility in Tianjin. It serves as a roadmap for all stakeholders involved, ensuring a smooth and successful completion of the project.
天津某工业厂房施工组织设计(英文)部分内容预览:
Elevated passage plate shall be laid during pouring for floors, directly stepping on concrete shall be strictly prohibited so to prevent rebar being deformed or displaced.
Properly cure the concrete, and test pieces shall be made at the pouring points. Test pieces shall be formwork removed 24 hours after it formed, and cured in standard coring room to the designed age, then conduct strength test on them.
In order to ensure a smooth construction and avoid unexpected circumstance occurred, the followings shall be focused on”
JJG(交通) 166-2020 含沙量测定仪 检定规程.pdfEnsure power and water supply on the site;
In case of the pour having to be stopped, tension rebar must be inserted in the construction joints;
Strictly control the slump of mixing truck’s concrete on the site when pour it, and unqualified shall be rejected. Water shall not be filled in the mixing truck on the site.
Each pump shall be uniformly directed by a person specially assigned to properly control the speed of pump truck to a reasonably supply. Each pump shall be provided with 3 small vibrators.
Scheme for fabricating concrete test pieces and sump test.
According to requirements of different strength of concrete, 2 persons for fabricating it for seepage resistance test, work: sampling, detailing drawings and curing.
Randomly sampling for slump test.
Personal allocation: 2 groups for fabricating test piece for pressure and seepage test, work: sampling, making and curing.
Sump test: each person will be responsible for one pump position and properly make records.
Specially assign a person on the side of hopper of each pump truck to supervise and remove large stones if any. Water shall not be added to the concrete on the site, it shall be adjusted after timely contacted the batching plant if found the slump was not meet the requirements, or rejected.
All tests shall be under witness by the Supervisor.
Since there are many laps in the works, in order to ensure the quality of the products, proper protection of the products shall be conducted therefore after the construction of the concrete.
Strictly prohibit drawing or writing on concrete wall, column or members, and ensure the surface clean.
In case it has to make signs on the concrete surface, it shall be prior consented by the person in charge of it and do so in the indicated position.
Construction methods and selecting of construction equipment
Preparation for construction
Field preparation
Level the site, and lay out water and power supply, roads, temporary facilities for production and living according to construction plan provided by owner.
Organize construction team to possess the site and conduct education of safety and civilization.
Deliver the equipment and materials onto the site.
Interior preparation
Be familiar to shop drawings, conduct joint review of the drawings and timely solve the problems between design and construction.
Organize to prepare construction organization design, quality assurance plan and budget for each sectional and each professional works.
Prepare monthly and daily progress plan, prepare plans for materials, labors and equipment possessing the site.
Conduct detailing shop drawings, prepare process plans for rebar, members and formwork, and define the quantity, quality standards and time of delivery for members and formwork processed outside.
Inspect and test the materials to be incorporated into the works, and conduct design of mixing ratio as required grade of concrete strength.
Further optimize and detail the construction methods.
Positioning of the building, measurement and setting out
DBJ51∕143-2020 四川省公共建筑节能设计标准 高清晰版Positioning points, base points shall be set firm, not settled, not easily being damaged and without displacement, and shall take effective protection measures (deep buried and pour concrete into it).
Axis control and its measuring methods
Setting out of foundational works’ axis: Based on control points of the axis on the ground, set out the axis to the bedding plain concrete surface, top surface of steel concrete foundation and the structure at level of 100.00 with thodolite.
GB∕T 1452-2018 夹层结构平拉强度试验方法Measuring horizontal level
Control of horizontal level under 0.000:
Coordinate the mark center measurement with level to set partial small wood stakes so to control the level of excavation face of the pit.