GB/T 16911-1997 水泥生产防尘技术规程

GB/T 16911-1997 水泥生产防尘技术规程
1. Scope
This Code has stated basic requirements for dust control and comprehensive dust prevention measures.
This Code is applicable for dust control design, technical transformation and management of cement enterprises.
2. Standards Quoted
Articles included in the following standards have become part of this Code by means of quotation. During the publishing of this Code, all editions have the same effectiveness. All standards may be revised. Units concerned ought to search for the feasibility of the Code's latest edition.
GB/T 3840-91: Technical Method for Establishment of Local Air Pollutant Emission Standard
GB 3095-1996: Environmental Air Quality Standard
GB 4915-1996: Air Pollutant Emission Standard for Cement Plants
GB 5748-85: Test Method for Dust in Air on the Work Site
GB 5817-86: Grading of Injury Degrees of Industrial Dust
GB 9774-1996: Cement Packing Bags
GB/T 16157-1996: Determination of Grains in Stationary Pollution Source Air and Sampling Method of Gaseous Pollutant
GB 16225-1996: Hygienic Standard for Respiratory Siliceous Dust of the Air in Workshops
TJ 36-79: Hygienic Standard for Industrial Enterprise Design
3. Dust Control Requirements for Site Selection and Building Design
3.1 Site Selection
A) The selection of newly-built, rebuilt and expended enterprises ought to be far away from densely populated areas and located in the windward side of the minimum-frequency air heading in the year in places where dwellers live.

JC/T 550-94 Semi-rigid PVC Plastic Floor Tile Adhesive

JC/T 550-94 Semi-rigid PVC Plastic Floor Tile Adhesive
1. Subject Content and Applicable Scope

This standard provides product category, technical requirement, testing method, inspection rules, package, label, transportation and storage of Semi-rigid PVC plastic floor tile adhesive.

This standard is applicable to Semi-rigid PVC plastic floor tile adhesive (hereinafter referred to as "PVC floor adhesive") made from synthetic resin or synthetic latex as sticking material by adding other additive. This kind of product is mainly used to stick PVC floor to cement and mortar surface or concrete surface.

2. Standard Quoted

GB 2611 General Technical Conditions for Testing Machines
GB 2944 Provisions on Package, Label, Transportation and Storage of Adhesive Product.
GB 4085 Semi-rigid PVC Plastic Floor Tile
GB/T 12954 General Testing Method for Construction Adhesive
JC 434 Electrician-use Pressure Transite

3. Product Classification

3.1 Classification

Classification according to sticking material

JC/T 512-93 Decoration of Automobile Safety Glass

JC/T 512-93 Decoration of Automobile Safety Glass
1. Subject Content and Applicable Scope

This Standard contains basic requirements for decoration of automobile safety glass.

This Standard is applicable to decoration of automobile-use safety glass (hereinafter referred to as "safety glass") as well as decoration of safety glasses used in other vehicles.

2. Standards Quoted

GB191 Packaging-pictorial Marking for Handling of Goods
GB4122 General Packaging Terms
GB4857.7 Packaging: Packaging - Transport packages - Sinusoidal vibration test method at constant frequency
GB9656 Automobile-use Safety Glass

3. Requirements of Packaging Technology

3.1 Preparation for product package

3.1.1 Product
Only when requirements of CUB9656 are satisfied, can products be packaged.

3.1.2 Packaging material

GBT 15036.1-2001 实木地板技术标准

GBT 15036.1-2001 实木地板技术标准
1. Application Scope

This Standard provides definition, classification and technical requirements of solid wood flooring as well as requirement for package, label, transportation and storage. This Standard is applicable to flooring made of wood of coniferous tree whose air-dry density is not less than 0.32g/cm3 and hardwood whose air-dry density is not less than 0.50g/cm3.

2. Quoted Standards
Articles in Standards stated below shall become components of this Standard through being quoted herein. All the Standards stated below are effective at the publication of this Standard. It is possible that Standards may be revised, therefore the latest version of the following Standards shall be adopted in application of this Standard. Drying Quality of Sawn Timber GB/T 6491-1999, GB/T 4823- 1995 Defects in Sawn Timber and GB/T 18103 - 2000 Parquet

3. Definition
The following words and phrases shall have the meaning stated below in this Standard.

3.1 Solid wood flooring
Solid wood flooring refers to the flooring that is directly made of timer.

DLT 5019-94 水利水电工程启闭机制造、安装及验收规范

DLT 5019-94 水利水电工程启闭机制造、安装及验收规范
Contents

1. Subject Contents and Application Scope. 1
2. Normative References. 1
3. General Provisions. 3
4. Connection. 6
5. Stationary Cable Hoist 7
6. Screw Hoist 22
7. Movable Gate Hoist 24
8 Hydraulic Hoists. 37
9. Acceptance Rules. 43
10. Sign, Packaging, Transportation and Storage. 44
Appendix A Test Conditions on Span of Bridge Framework, Door Panel and Bridge Equipment (Supplementary) 46
Additional Explanations. 47

1. Subject Contents and Application Scope

This standard has specified technical specifications on manufacture and erection of the gate hoist in hydraulic and hydroelectric projects, acceptance rules, the test method and relevant regulations on the sign, packaging, transportation and storage of hoists.

This standard is applicable to the electric-drive gate hoists for the hydraulic and hydroelectric projects, including fixed hoisting gate hoists, screw gate hoist, movable gate hoist and hydraulic hoist.

2. Normative References

GB699: Technical Requirements on Quality Carbon Structure Steel

GB700: Carbon Structure Steel

GB1591: Low-alloy Structural Steel

GB3077: Technical Specifications on Alloy Structural Steel

GB11352: Cast Carbon Steel Pieces for Common Projects

GB5680: Technical Specifications on High-manganese Steel Casting

JB/ZQ4297: Alloy Cast Steel

GB9439: Gray Cast Iron Pieces

ZBJ74003: Supersonic Flaw Detecting on Steel Boards for Pressure Vessels

GB5117: Carbon Steel Covered Electrode

GB5118: Low-alloy Steel Covered Arc Welding Electrode

GB983: Stainless Steel Electrode

GB5293: Flux for Submerged Arc Welding of Carbon Steel

GB12470: Fluxes for the Submerged Arc Welding of Low Alloy Steel

GB8110: Steel Welding Wire for CO2 Gas Shield Arc Welding


GB1300: Welding Wires for Welding

GB8923: Rusting and Derusting Grade of Steel Surface before Finishing

GB3181: Standard Specimen for Paint Film Colors

JB2299: Paint and Safety Signs of Elevating Machinery in Mines and Projects

GB9286: Cross Cut Test on Pigmented Paint and Varnish Paint Film

GB985: Basic Type and Dimension of Welding Seam Grooves in Autogenous Welding, Manual Electric Arc Welding and Shielded Arc Welding

GB986: Basic Type and Dimension of Submerged Arc Weld Groove

SL36: General Specifications for Welding of Metal Structures in Hydro-technics

GB3323: Radiography and Quality Grade of Fusion Welds

GBI1345: Analysis on Manual Supersonic Flaw Detecting Method and Detection Result of Steel Welding Seams

GB3098.1: Mechanical Property of Fasteners: Bolts, Screws and Studs

GB3098.2: Mechanical Property of Fastener: Nut

GB/T1228: High-strength and Large Hex Bolts for Steel Structures

GB/T1229: High-strength and Large Hex Nuts for Steel Structures

GB/T1230: High-strength Steel Washer for Steel Structures

GB/T1231: Technical Specifications on High-strength and Large Hex Bolts, Hexagonal Nuts and Washers

GB3632-3633: Technical Requirements for Sets of Torshear Type High Strength Bolt Hexagon Nut and Plain Washer for Steel Structures
GB1102: Round Strand Wire Rope
GB5972: Test and Rejection Standard of Steel Wire Ropes for Hoisting
GB6067: Safety Rules for Lifting Appliances

GB1800-1804: Tolerance and Fitting
GB5014: Flexible Dowel Pin Coupling
GB/ZQ4382: Technical Specifications for Tooth Coupling
GB1184: Shape and Position Tolerance: Provisions on Unmarked Tolerance
GB10095: Precision of Involute Cylindrical Gear

SD315: General Technical Specifications for Fixed Hoisting Gate Hoist
GB5796.4: Trapezoidal Thread Tolerance
GB10089: Precision of Column Worm and Worm Wheel
GB6414: Dimension Tolerance for Casting
GB197: Tolerance and Fitting of Regular Screw Threads
GB4628: Column Wheel of Bridge Crane
GB3452.1: Dimension Series and Tolerance of Hydraulic Pressure and Vapor-drive O-type Grommet
GB8564: Erection Technical Specifications on Water-turbine Generator Units
GB1497: Primary Standard for Low-voltage Apparatus
GB/T13306: Tablet
GB4879: Rustproof Packaging

GB 500011-2001 Code for Seismic Design of Buildings

GB 500011-2001 Code for Seismic Design of Buildings

2. Terms and signs.
2.1. Terms
2.1.1 Seismic fortification intensity
The seismic intensity ratifies according to jurisdiction regulated by the state as a criterion of local seismic design.
2.1.2 Seismic fortification criterion
A measurement of the demand of seismic prevention and insulation, decide by the seismic fortification intensity and the function of buildings.
2.1.3 Earthquake action
Structure movement caused by earthquake, including horizontal action and vertical action.
2.1.4 Design parameters of ground motion
Seismic acceleration time curve (velocity and displacement), acceleration response spectrum and peak acceleration used in seismic design.
2.1.5 Design basic acceleration of ground motion
Fifty year of design reference period with the 10% of earthquake acceleration speed.
2.1.6 Design characteristic period of ground motion
The periodic quantity used in earthquake influence coefficient curve to show the descending branch and initial point of earthquake magnitude, eptcentral distance, and site category.
2.1.7 Site
The location of the constructions, with similar response spectrum characteristics. The stretch is like a factory, community or natural village, no smaller than 10k m2.
2.1.8 Seismic concept design of buildings
The process of conducting general layout and decide detailed constitution of the building or framework according to the seismic damage and project experience.

2.1.9 Seismic fortification measures
Seismic deign other than the calculation of earthquake action and resistance force, including details of seismic design
2.1.10 details of seismic design
Seismic fortification measures accords to the principles of seismic conceptual design. Usually, there is no need to do calculations for the detail requirements of components of the structure and nonstructures.
2.2 Main Signs
2.2.1 Action and action effect
FEk, FEvk--- horizontal and vertical earthquake action standard of the structure
GE, Geq --- the representative value of gravity load coefficient and the equivalent representative coefficient of total gravity load
ωk--- wind loading normal value
SE---earthquake action effect (bending moment, axial force, shearing force and stress and deformation)
S---the basic combination of earthquake action effect and other load effect
Sk--- effect and load normal value effect
M---bending moment
N---axel force
V--- shearing force

GB/T50326-2001 Code for Construction Project Management

GB/T50326-2001 Code for Construction Project Management
Chapter I General Principles

Article 1.0.1 This Code is designed to improve the management level of construction projects promote the scientization, standardization and legalization of construction project management, adapt to the demand of market economy development and connect with international conventions.
Article 1.0.2 This Code is applicable to the management of newly-built and expanded construction projects. This Code has provided a base for normalizing administrative behaviors in construction projects, defining responsibilities and relevant functional relationships of stuff of all levels and examining and appraising construction the project manager and construction project manager team.
Article 1.0.3 Construction project management ought to exercise project system, project responsibility system and project cost measurement system.
Article 1.0.4 Construction project management ought to be in accordance with national laws, administrative regulations and related compulsory standards besides this Code.

Chapter II Terms

Article 2.0.1 Construction project
Project completed from the bid of project construction to the completion of the contract.
Article 2.0.2 Construction project management by enterprises of construction industry
The overall management process, including construction project plan, organization, supervision, control and coordination, carried out by enterprises utilizing systemic viewpoints, theories and science and technology.
Article 2.0.3 Employer
As stated in the agreement, the party with entity qualification for construction contracting or the legal successor with qualifications of the party.
Article 2.0.4 Contractor
As stated in the agreement, the party with entity qualification for construction contracting or the legal successor by qualifications of the party.
Article 2.0.5 Subcontractor
As stated in the construction contract, the contractor subcontracts part of the project to the party with relevant qualifications.
Article 2.0.6 Construction project manager
The legal representative of enterprises in contracting construction projects and the entrusted agent.
Article 2.0.7 Construction project manager team
An institutional framework established and led by the construction project manager with the support of enterprises and engaged in project management.
Article 2.0.8 Matrix type organization of project management
The structural style is in matrix type, with project management personnel dispatched by related functional departments of the enterprise, received business supervision and under the direct supervisor of the construction project manager.
Article 2.0.9 Straight line and function type organization of project management
The structural style is in straight line, with organizations of functional departments or functional officials and each member (or department) under the direct lead of one leader.
Article 2.0.10 Responsibility system of construction project manager
A construction project management responsibility system with construction project manager as the main body of responsibilities
Article 2.0.11 Responsibility documents of construction project management
Documents stated cost, quality, progress and security objectives to be achieved by the construction project manager team according to requirements in the construction contract and operating management, issued by the legal representative of the enterprise.
Article 2.0.12 Planning outline for construction project management
Documents made up before bid by the top management of the enterprise and aimed to work as a base for bid, meet requirements in bidding documents and the signed contract.
Article 2.0.13 Execution planning for construction project management
Documents made up before commencement by the construction project manager and aimed to supervise the construction project implementation phase.
Article 2.0.14 Object control for construction project
Activities, like data collection, contrastive analysis against planning objectives and deviation-correcting measures, carried out to achieve project management goals, in detail, including project schedule control, project quality control, project fund control and project cost control.
Article 2.0.15 Construction project risk
Future uncertainties may pop up, as predicated by means of survey, analysis and argumentation.
Article 2.0.16 Risk management of construction project
Process of identification, evaluation, supervision, planning and inspection of the construction project risk.
Article 2.0.17 Cost calculation system of construction project
A regulatory system related to project cost accounting principles, scopes, means, contents, duties and requirements.
Article 2.0.18 Productive element management for construction project
Management over human sources, materials, mechanical equipment, funds, technology and information,
Article 2.0.19 Contract management for construction project
Management over construction contract signature, performance, alternation, termination, default, claim and dispute treatment.
Article 2.0.20 Information management for construction project
During the execution of the construction project, management over information collection, arrangement, treatment, store, transference and application.
Article 2.0.21 Site management for construction project
Management over activities on the site and space utilization places.
Article 2.0.22 Completion and delivery of construction project
Completion and delivery of construction project
Article 2.0.23 Return visit and guarantee for repair of construction project
After the completion and delivery of construction project, the contractor will pay a visit to users on issues like service behaviors and quality problems and according to relevant regulations and as stated in the Project Quality Guarantee Book, will carry out repair and assume financial responsibilities if quality problems happen during the guarantee period.
Article 2.0.24 Organization for construction project
In a certain organizational form, means and methods, relations produced in the project management process to be communicated and disturbances and drawbacks to be eliminated.
Article 2.0.25 Examination and evaluation of construction project management
The main body of examination and evaluation of construction project management carries out examination and evaluation over the targeted object and project on level and achievements.

GB/T 50353-2005 Code for Measurement for Construction Area of Building

GB/T 50353-2005 Code for Measurement for Construction Area of Building
1. General principles

1.0.1 The Code is designed to normalize the area measurement for industrial and civilian construction engineering and unify measurement methods.
1.0.2 The Code is adequate for the area measurement of newly-built, extended or remodeled industrial and civilian construction engineering.
1.0.3 Construction area measurement ought to follow scientific and rational principles.
1.0.4 Construction area measurement ought to follow this code as well as be in compliance with current national standard specifications.

2. Terms

2.0.1 Storey height
The vertical distance between two floors or between the floor and the ground.
2.0.2 Floor
Floors storied by floor slabs and floor construction.
2.0.3 Empty space
Enclosed space formed by building deep foundation or sloping field construction overhead parts without backfill.
2.0.4 Corridor
The horizontal transportation space of construction.
2.0.5 Overhanging corridor
The horizontal transportation space extended the external wall of buildings.
2.0.6 Eaves gallery
The horizontal space under the building bottom eaves.
2.0.7 Cloister
The circle corridor established on the second floor or higher in the hallway and lobby of the building.
2.0.8 Foyer
Construction transitional space in the passageway of buildings, with the function of compartment, air stopping and cold protection.
2.0.9 Passageway
Construction space saved for roads passing through the building.
2.0.10 Corridor bridge way
Corridors built for horizontal transportation on the second floor or higher, between buildings.
2.0.11 Plinth
The thicken part of the external wall and the outdoor floor or the wall connected with aprons.
2.0.12 Envelop enclosure
Walls, doors and windows enclosing the enclosed space.
2.0.13 Enclosing curtain wall
Curtain walls used as external walls, functioning in enclosing.
2.0.14 Decorative faced curtain wall
Curtain walls built out of walls of buildings for ornament only.
2.0.15 French window
Ground windows overhung wall foundation.
2.0.16 Balcony
Enclosed space for used to take activities and air clothing.
2.0.17 View room
Enclosed space on top of building or extended the room, used for people to take a distance look or observe ambient conditions.
2.0.18 Canopy
Awnings on top of entrances of buildings for preventing the rain and the sun.
2.0.19 Basement
The room ground level is more than 1/2 of the net height of room lower than the outdoor ground level and it is called basement.
2.0.20 Semi-basement
The room ground level is more than 1/3 of the net height of room lower than the outdoor ground level and it is called semi-basement.
2.0.21 Deformation joint
A generic term of expansion joints (temperature joints), settlement joints and seismic joints.
2.0.22 Permanent cap
Caps permanently used after being planned or designed.
2.0.23 Bay window
Windows overhung external walls for illumination and beautification of the room.
2.0.24 Overhang
Frontage buildings with floors riding astride the sidewalks.
2.0.25 Arcade
Buildings with roads crossing enclosed space.