1 General Provisions
1.0.1 This standard is formulated with a view to enhance the management on the constructional quality of railway engineering, unify the acceptance of the constructional quality of railway bridge and culvert engineering and assure the engineering quality.
1.0.2 This standard is applicable to the acceptance of the constructional quality of newly-built or reconstructed full gauge railway bridge and culvert engineering for those passenger trains with design running speed of or less than 160km/h that share railways with cargo trains. Alternate standards shall be developed separately for the acceptance of the constructional quality of other railway bridge and culvert engineering as well as the new technologies, new process, new facilities, new materials that are not concerned in this standard.
1.0.3 As the subject of the constructional quality control of engineering, the construction organization shall carry out overall process control on the constructional quality of engineering; the development organization, supervision organization and the investigation & design organization all shall carry out progress control on the engineering quality of each construction phase according to those specified in the relevant regulations.
1.0.4 The construction of the railway bridge and culvert engineering shall implement the sustainable development strategy of national economy, fulfill such works as environmental protection and soil conservation well, utilize the resources rationally and accomplish civilization and security.
1.0.5 The quality data acquired in the inspection and detection on the constructional quality of railway bridge and culvert engineering shall be true and reliable and comprehensively reflect the condition of engineering quality, and the methods and instruments adopted in the inspection or detection shall be in accordance with those specified in the relevant standards.
1.0.6 The requirements on the constructional quality as specified in the contract documents and engineering technical documents adopted in the construction of railway bridge and culvert engineering shall not be less than those specified in this standard.
1.0.7 The acceptance of the constructional quality of railway bridge and culvert engineering shall not only comply with the requirements stipulated in this standard, but also those in the current relevant national standards.
2 Terms
2.0.1 Constructional quality of engineering
The behavior sum of all the obvious and implicated abilities in such aspects as security, functions of use as well as durability and environmental protection, for reflecting that the construction process of engineering or the solid meet those specified in the relevant standards or contract.
2.0.2 Acceptance
Based on the constructional quality being accepted in the self examination of construction organization, the departments participating in the construction shall jointly inspect the quality of the inspection lot, subitems, subdivisions and unit engineering according to the relevant regulations and also shall confirm whether the engineering quality is qualified in written form according to the relevant standards,
2.0.3 Site acceptance
The materials, members, accessories, and equipments entering into the construction site are inspected according to those specified in the relevant standards to confirm whether whey are qualified.
2.0.4 Inspection lot
The inspection body composed of a certain quantity of specimens that are collected according to one same production condition or the specified mode.
2.0.5 Inspection
The activity to measure and examine the properties of inspection items, compare the results with those specified in the standard specifications so as to determine whether each property is qualified.
2.0.6 Witness
Action of supervision organization or development organization to supervising the completion condition of a certain process of the construction organization on site.
2.0.7 Evidential testing
Under the supervision of supervision organization or development organization, the persons concerned of the construction organization sample on site and send the specimens to the inspection organization of corresponding qualification for inspection.
2.0.8 Parallel acceptance testing
Examination or inspection actions carried out independently by the supervision organization according to certain proportion by using certain examination or inspection means based on the self checking of construction organization.
2.0.9 Stop and supervision
Supervisory activities of the supervisors on site during the construction process of the vital area or critical item of engineering.
2.0.10 Constructional procedure
Operating actions with relatively independent characteristics during the construction process or the operating actions with technical intermittent and intermission, and they are the base units of the construction process.
2.0.11 Handing over inspection
Action that the construction undertaking party and completing party inspect and confirm whether the construction may be continued.
2.0.12 Dominant item
Inspection item playing decisive roles in safety, health, environmental protection and public interest.
2.0.13 General item
Inspection items except for the dominant items.
2.0.14 Sampling inspection
Inspection carried out by collecting a certain amount of specimens randomly from the site materials, members and accessories, equipments or engineering inspection items of each inspection lot according to the specified sampling scheme.
2.0.15 Sampling scheme
Method for determining the sample size according to the behavior of inspection item.
2.0.16 Counting inspection
Inspection method for recording a certain property or number of defects of each unit among the sampled specimens.
2.0.17 Quantitative inspection
Inspection method for measuring a certain quantitative behavior of each unit among the samples for sampling inspection.
2.0.18 Quality of appearance
The external quality of engineering reflected by observation and necessary measurement.
2.0.19 Rework
Measures adopting for re-manufacturing or reconstructing the unqualified engineering parts.
2.0.20 Repair
Measures adopting for renovating the parts of engineering not matching with those specified in standard.
2.0.21 Common defect
Defects without dominating influence on the stressing property or service property of structural member.
2.0.22 Serious defect
Defects with dominating influence on the stressing property or service property of structural member.
2.0.23 Compaction pile
The pile body formed by the strong vibration and compaction of vibroflot.
2.0.24 Dry jet mixing pile
The weak soil is hardened into the stylolitic reinforced soil with integrity, hydro-stability and certain strength by adopting with powder spraying technology, and the reinforced solid and the insitu weak soil layer will form into composite foundation.
2.0.25 Auger injected pile
The injection tube with rotatable nozzle is drilled into the precalculated position in soil layer by adopting with driller, the high-pressure will be jetted out from the nozzle to impact, destroy and mix the soil body to form into pile body.
2.0.26 Climbing shuttering
Attachable hoisting construction equipment composed of climbing frame and formwork.
2.0.27 Bridge fabrication machine
Mechanical equipments used for erecting or casting the prestressed concrete girder in place on the pier by adopting with traversing (formwork) bracket.
2.0.28 Composite girder
Girder combined with concrete slab and steel girder.
2.0.29 Stayed cable bridge
Bridge with the main girder suspended with many slant wire ropes on the tower with anchors.
2.0.30 Erection by swing method
1 General Provisions
2 Terms
3 Basic Provisions
3.1 General Provisions
3.2 Division of the Constructional Quality Acceptance of Engineering
3.3 Constructional Quality Acceptance of Engineering
3.4 Acceptance Procedure and Organization of the Constructional Quality of Engineering
4 Subgrade Treatment
4.1 General Provisions
4.2 Replacement Subgrade
4.3 Heavy Tamping
4.4 Strong Ramming
4.5 Compaction Pile
4.6 Sand Pile
4.7 Gravel Pile
4.8 Dry Jet Mixing Pile
4.9 Auger Injected Pile
5 Open-cut Foundation
5.1 General Provisions
5.2 Foundation Pit
5.3 Concrete or Masonry Foundation
6 Pile Foundation
6.1 General Provisions
6.2 Steel Cofferdam
6.3 Manufacture of Sunk Piles
6.4 Sinking of Sunk Piles
6.5 Bored Pile and Dug Pile
6.6 Manufacture of Tube Pillar
6.7 Sinking of Tube Pillar and Pouring of Subaqueous Concrete
6.8 Pile Foundation Base Slab
7 Sunk Shaft Foundation
7.1 General Provisions
7.2 In-situ Manufacture of Sunk Shaft
7.3 Floating Sunk Shaft
8 Pier
8.1 General Provisions
8.2 Pier
8.3 Embankment Filling, Cone and Others
9 Steel Concrete and Prestressed Concrete Simple-supported Girder
9.1 General Provisions
9.2 Manufacture of Steel Concrete Simple-supported Girder
9.3 Manufacture of Pretensioned Concrete Simple-supported Girder
9.4 Manufacture of Post-stressed Concrete Simple-supported Girder
9.5 Manufacture of Girder on Falsework
9.6 Erection of Steel Concrete and Prestressed Concrete Simple-supported Girder
10 Prestressed Concrete Continuous Girder (Rigid Frame)
10.1 Cantilever Placed Prestressed Concrete Continuous Girder (Rigid Frame)
10.2 Erecting Prestressed Concrete Continuous Girder by Cantilever
10.3 Manufacture of Prestressed Concrete Continuous Beam by Pushing Method
11 Prestressed Concrete Girder Manufactured with Bridge Fabrication Machine
11.1 General Provisions
11.2 Formwork and Bracket
11.3 Steel Reinforcement
11.4 Concrete
11.5 Prestressing Force
11.6 Precasted Girder Section Assembling
11.7 Bearing
11.8 Waterproof Layer
12 Steel Truss Girder
12.1 General Provisions
12.2 Member Bar Preassembly
12.3 Assembling and Erecting
12.4 Bearing
12.5 Painting
13 Composite Girder
13.1 General Provisions
13.2 Steel Girder
13.3 Concrete Bridge Deck
14 Prestressed Concrete Stayed Cable Bridge
14.1 General Provisions
14.2 Cable Bend Tower
14.3 Main Girder
14.4 Stay Cable
14.5 Horizontal Erection by Swing Method
15 Slant Legged Rigid Frame
15.1 General Provisions
15.2 Steel Slant Legged Rigid Frame
15.3 Prestressed Concrete Slant Legged Rigid Frame
16 Arch Bridges
16.1 General Provisions
16.2 Arch and Spandrel Structure
17 Bearing
17.1 General Provisions
17.2 Bearing Installation
18 Open Floor and Bridge Ancillary Facilities
18.1 General Provisions
18.2 Open Floor
18.3 Sidewalks and Refuge Platforms
18.4 Ancillary Facilities
19 Culverts
19.1 General Provisions
19.2 Assembled Culvert Body
19.3 Insitu Manufactured Culvert Body
19.4 Aqueduct Bridge and Inverted Siphon
19.5 Jacking Culvert
19.6 End Wall, Wing Wall and Auxiliary Works
20 Waterproof Layer and Settlement Joints
20.1 General Provisions
20.2 Waterproof Layer
20.3 Settlement Joints
21 Assessment on Quality of Appearance of the Unit Engineering
21.1 General Provisions
21.2 Bridges
21.3 Culverts
Explanation of Wording in this Standard
Standard
TB 10415-2003 Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering (English Version)
Standard No.
TB 10415-2003
Status
superseded
Language
English
File Format
PDF
Word Count
56000 words
Price(USD)
550.0
Implemented on
2004-1-1
Delivery
via email in 1 business day
Detail of TB 10415-2003
Standard No.
TB 10415-2003
English Name
Standard for Constructional Quality Acceptance of Railway Bridge and Culvert Engineering
1 General Provisions
1.0.1 This standard is formulated with a view to enhance the management on the constructional quality of railway engineering, unify the acceptance of the constructional quality of railway bridge and culvert engineering and assure the engineering quality.
1.0.2 This standard is applicable to the acceptance of the constructional quality of newly-built or reconstructed full gauge railway bridge and culvert engineering for those passenger trains with design running speed of or less than 160km/h that share railways with cargo trains. Alternate standards shall be developed separately for the acceptance of the constructional quality of other railway bridge and culvert engineering as well as the new technologies, new process, new facilities, new materials that are not concerned in this standard.
1.0.3 As the subject of the constructional quality control of engineering, the construction organization shall carry out overall process control on the constructional quality of engineering; the development organization, supervision organization and the investigation & design organization all shall carry out progress control on the engineering quality of each construction phase according to those specified in the relevant regulations.
1.0.4 The construction of the railway bridge and culvert engineering shall implement the sustainable development strategy of national economy, fulfill such works as environmental protection and soil conservation well, utilize the resources rationally and accomplish civilization and security.
1.0.5 The quality data acquired in the inspection and detection on the constructional quality of railway bridge and culvert engineering shall be true and reliable and comprehensively reflect the condition of engineering quality, and the methods and instruments adopted in the inspection or detection shall be in accordance with those specified in the relevant standards.
1.0.6 The requirements on the constructional quality as specified in the contract documents and engineering technical documents adopted in the construction of railway bridge and culvert engineering shall not be less than those specified in this standard.
1.0.7 The acceptance of the constructional quality of railway bridge and culvert engineering shall not only comply with the requirements stipulated in this standard, but also those in the current relevant national standards.
2 Terms
2.0.1 Constructional quality of engineering
The behavior sum of all the obvious and implicated abilities in such aspects as security, functions of use as well as durability and environmental protection, for reflecting that the construction process of engineering or the solid meet those specified in the relevant standards or contract.
2.0.2 Acceptance
Based on the constructional quality being accepted in the self examination of construction organization, the departments participating in the construction shall jointly inspect the quality of the inspection lot, subitems, subdivisions and unit engineering according to the relevant regulations and also shall confirm whether the engineering quality is qualified in written form according to the relevant standards,
2.0.3 Site acceptance
The materials, members, accessories, and equipments entering into the construction site are inspected according to those specified in the relevant standards to confirm whether whey are qualified.
2.0.4 Inspection lot
The inspection body composed of a certain quantity of specimens that are collected according to one same production condition or the specified mode.
2.0.5 Inspection
The activity to measure and examine the properties of inspection items, compare the results with those specified in the standard specifications so as to determine whether each property is qualified.
2.0.6 Witness
Action of supervision organization or development organization to supervising the completion condition of a certain process of the construction organization on site.
2.0.7 Evidential testing
Under the supervision of supervision organization or development organization, the persons concerned of the construction organization sample on site and send the specimens to the inspection organization of corresponding qualification for inspection.
2.0.8 Parallel acceptance testing
Examination or inspection actions carried out independently by the supervision organization according to certain proportion by using certain examination or inspection means based on the self checking of construction organization.
2.0.9 Stop and supervision
Supervisory activities of the supervisors on site during the construction process of the vital area or critical item of engineering.
2.0.10 Constructional procedure
Operating actions with relatively independent characteristics during the construction process or the operating actions with technical intermittent and intermission, and they are the base units of the construction process.
2.0.11 Handing over inspection
Action that the construction undertaking party and completing party inspect and confirm whether the construction may be continued.
2.0.12 Dominant item
Inspection item playing decisive roles in safety, health, environmental protection and public interest.
2.0.13 General item
Inspection items except for the dominant items.
2.0.14 Sampling inspection
Inspection carried out by collecting a certain amount of specimens randomly from the site materials, members and accessories, equipments or engineering inspection items of each inspection lot according to the specified sampling scheme.
2.0.15 Sampling scheme
Method for determining the sample size according to the behavior of inspection item.
2.0.16 Counting inspection
Inspection method for recording a certain property or number of defects of each unit among the sampled specimens.
2.0.17 Quantitative inspection
Inspection method for measuring a certain quantitative behavior of each unit among the samples for sampling inspection.
2.0.18 Quality of appearance
The external quality of engineering reflected by observation and necessary measurement.
2.0.19 Rework
Measures adopting for re-manufacturing or reconstructing the unqualified engineering parts.
2.0.20 Repair
Measures adopting for renovating the parts of engineering not matching with those specified in standard.
2.0.21 Common defect
Defects without dominating influence on the stressing property or service property of structural member.
2.0.22 Serious defect
Defects with dominating influence on the stressing property or service property of structural member.
2.0.23 Compaction pile
The pile body formed by the strong vibration and compaction of vibroflot.
2.0.24 Dry jet mixing pile
The weak soil is hardened into the stylolitic reinforced soil with integrity, hydro-stability and certain strength by adopting with powder spraying technology, and the reinforced solid and the insitu weak soil layer will form into composite foundation.
2.0.25 Auger injected pile
The injection tube with rotatable nozzle is drilled into the precalculated position in soil layer by adopting with driller, the high-pressure will be jetted out from the nozzle to impact, destroy and mix the soil body to form into pile body.
2.0.26 Climbing shuttering
Attachable hoisting construction equipment composed of climbing frame and formwork.
2.0.27 Bridge fabrication machine
Mechanical equipments used for erecting or casting the prestressed concrete girder in place on the pier by adopting with traversing (formwork) bracket.
2.0.28 Composite girder
Girder combined with concrete slab and steel girder.
2.0.29 Stayed cable bridge
Bridge with the main girder suspended with many slant wire ropes on the tower with anchors.
2.0.30 Erection by swing method
Contents of TB 10415-2003
1 General Provisions
2 Terms
3 Basic Provisions
3.1 General Provisions
3.2 Division of the Constructional Quality Acceptance of Engineering
3.3 Constructional Quality Acceptance of Engineering
3.4 Acceptance Procedure and Organization of the Constructional Quality of Engineering
4 Subgrade Treatment
4.1 General Provisions
4.2 Replacement Subgrade
4.3 Heavy Tamping
4.4 Strong Ramming
4.5 Compaction Pile
4.6 Sand Pile
4.7 Gravel Pile
4.8 Dry Jet Mixing Pile
4.9 Auger Injected Pile
5 Open-cut Foundation
5.1 General Provisions
5.2 Foundation Pit
5.3 Concrete or Masonry Foundation
6 Pile Foundation
6.1 General Provisions
6.2 Steel Cofferdam
6.3 Manufacture of Sunk Piles
6.4 Sinking of Sunk Piles
6.5 Bored Pile and Dug Pile
6.6 Manufacture of Tube Pillar
6.7 Sinking of Tube Pillar and Pouring of Subaqueous Concrete
6.8 Pile Foundation Base Slab
7 Sunk Shaft Foundation
7.1 General Provisions
7.2 In-situ Manufacture of Sunk Shaft
7.3 Floating Sunk Shaft
8 Pier
8.1 General Provisions
8.2 Pier
8.3 Embankment Filling, Cone and Others
9 Steel Concrete and Prestressed Concrete Simple-supported Girder
9.1 General Provisions
9.2 Manufacture of Steel Concrete Simple-supported Girder
9.3 Manufacture of Pretensioned Concrete Simple-supported Girder
9.4 Manufacture of Post-stressed Concrete Simple-supported Girder
9.5 Manufacture of Girder on Falsework
9.6 Erection of Steel Concrete and Prestressed Concrete Simple-supported Girder
10 Prestressed Concrete Continuous Girder (Rigid Frame)
10.1 Cantilever Placed Prestressed Concrete Continuous Girder (Rigid Frame)
10.2 Erecting Prestressed Concrete Continuous Girder by Cantilever
10.3 Manufacture of Prestressed Concrete Continuous Beam by Pushing Method
11 Prestressed Concrete Girder Manufactured with Bridge Fabrication Machine
11.1 General Provisions
11.2 Formwork and Bracket
11.3 Steel Reinforcement
11.4 Concrete
11.5 Prestressing Force
11.6 Precasted Girder Section Assembling
11.7 Bearing
11.8 Waterproof Layer
12 Steel Truss Girder
12.1 General Provisions
12.2 Member Bar Preassembly
12.3 Assembling and Erecting
12.4 Bearing
12.5 Painting
13 Composite Girder
13.1 General Provisions
13.2 Steel Girder
13.3 Concrete Bridge Deck
14 Prestressed Concrete Stayed Cable Bridge
14.1 General Provisions
14.2 Cable Bend Tower
14.3 Main Girder
14.4 Stay Cable
14.5 Horizontal Erection by Swing Method
15 Slant Legged Rigid Frame
15.1 General Provisions
15.2 Steel Slant Legged Rigid Frame
15.3 Prestressed Concrete Slant Legged Rigid Frame
16 Arch Bridges
16.1 General Provisions
16.2 Arch and Spandrel Structure
17 Bearing
17.1 General Provisions
17.2 Bearing Installation
18 Open Floor and Bridge Ancillary Facilities
18.1 General Provisions
18.2 Open Floor
18.3 Sidewalks and Refuge Platforms
18.4 Ancillary Facilities
19 Culverts
19.1 General Provisions
19.2 Assembled Culvert Body
19.3 Insitu Manufactured Culvert Body
19.4 Aqueduct Bridge and Inverted Siphon
19.5 Jacking Culvert
19.6 End Wall, Wing Wall and Auxiliary Works
20 Waterproof Layer and Settlement Joints
20.1 General Provisions
20.2 Waterproof Layer
20.3 Settlement Joints
21 Assessment on Quality of Appearance of the Unit Engineering
21.1 General Provisions
21.2 Bridges
21.3 Culverts
Explanation of Wording in this Standard
