GB/T 19623-2004 Labor quota for urban rail transit communication and signal engineering
Some standard content:
16S 03. 100. 30
National Standard of the People's Republic of China
GB/T19623—2004
Labor force quota for signaling engineering in city transit system2004-12-28 Issued
General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China Standardization Administration
2005-07-01 Implementation
GB/T19623-2004
The labor quota of urban rail transit engineering is composed of the labor quota of urban rail transit light rail engineering, the labor quota of urban rail transit underground railway engineering, the labor quota of urban rail transit communication signal engineering, the labor quota of urban rail transit power supply engineering, the labor quota of rail transit engineering machinery repair, and the labor quota of industrial manufacturing of national rail transit engineering. GB/T19623-2004 Labor quota of urban rail transit communication signal engineering is one of the labor quota of urban rail transit engineering.
Appendix A of this standard It is a normative appendix. The bid was proposed by the National Technical Committee for Standardization of Labor Quotations and Staffing. The main drafting unit of this standard is China Railway Engineering Corporation. The main drafters of this standard are Lu Dejing, Wu Shenglan, Feng Xian, Zhong Xiaoguang, Jian Xiaoli, Dai Shigui, Zhang Huang, and Chen Lin. The main editors of this standard are Li Changjin, Ma Li, Wu Zelin, Wang Cheng, Xia Heping, Lu Qingli, Bai Xinyu, Xu Xiao, Wang Quan, Zeng Fanyan, Jiang Yuehong, and Chen Aiguo.
This standard is interpreted by the Technical Committee for Standardization of Labor Quotations and Staffing of China Railway Engineering. B/T196232004
This standard is formulated to guide and standardize the construction and production of urban rail transit projects, strengthen labor management and enterprises to reasonably allocate labor, and provide the main basis for the formulation of work plans; it also provides standards for the budget quota, machine unit quota and other economic quotas and financial labor cost management of urban rail transit projects.
This standard is based on the principle of "advanced, reasonable, scientific and standardized" and the construction process of urban rail transit communication and signal engineering, briefly describing the operation methods of each process (post); it specifies the labor quota, quota, machinery (equipment) conditions, employee skills and adjustment coefficient of each process (post).
1 Scope
Labor quota of urban rail transit communication and signal engineering GB/T 19623--2004
This standard specifies the labor quota, quota, skill level, personnel allocation and work content of urban rail transit communication and signal engineering. This standard applies to the labor management of urban rail transit communication and signal engineering. 2 Labor quota for urban rail transit project 2.1 Construction survey
2.1.1.3 Work content: Determine the cable route and equipment location according to the design documents, measure the route length, determine the protection method, measure the height of the channel and manhole, make marks and record, etc.
2.1.2 Personnel configuration: technicians, 1 senior technician, 2 intermediate technicians, 2 technicians and 6 other technicians. 2.1.3 Man-day quota is shown in Table 1.
Table Construction survey
Urban rail transit station
Ground station (single-story)
Elevated station
Construction E/station
Note: For relevant observations, see Appendix A, Chapter A.S. 2.2 Digging and filling earth (stone)
2.2.1 Excavation and repair of road surface
2.2..1 Work content;
Ground and concrete
Cable path
Man-day/km
Communication pipeline
Concrete road surface: construction protection, marking and positioning, marking and cutting, clearing of waste and surplus soil, concrete mixing, pouring, leveling, maintenance and expansion! 2
b) Asphalt road surface: construction and expansion prevention, marking and positioning, cutting and cutting, clearing of waste and surplus soil: batching, mixing, paving, leveling, verification; Gravel road surface: construction protection, marking and positioning, chiseling, filling, rolling or tamping, leveling; d)
Concrete bricks and bricks (decorative bricks): construction protection, marking and positioning, prying, stacking, back-laying, filling. 2. 2. 1. 2
Staffing: 2 intermediate technicians, 2 junior technicians, a total of 4 people. 2. 2. 1. 3
Man-days Table 2.
Table 2 Excavation and repair of road surface
Excavation of road surface/(T.day/10 m2)
Repair of road surface (man-day/10 m2)
Concrete
>20 tm
Transportation of excess soil and cleaning of roadbed and ballast
2. 2.2. 11Work content,
Removal of excess soil: loading and transportation of excess soil:
b) Cleaning of roadbed and ballast: ballast removal, cleaning and restoration, Staffing: 2 junior technicians.
2. 2. 2. 2
See Table 3 for the standard working day quota.
2. 2. 2. 3
Push and avoid + boron
Turn (brick)
center, 89 center
GB/T 19623---2004
2.2.3 Digging and filling earthen optical (electric) cable trench
2. 2. 3. 1 T. Work content
Table 3 Removing excess soil and cleaning roadbed and roadbed
Removing excess soil
a) Digging and filling earthen optical (electric) cable trench: marking and positioning, excavating cable trench, cleaning, backfilling: b)
Compacting: manual compaction
2. 2. 3. 2
2. 2. 3. 3
Staffing: 1 junior technician.
The work quota is shown in Table 4.
Table 4 Digging and filling earthen optical (electric) cable trenches
General ten
Note: For relevant regulations, see Appendix A, Section A.7. 2.2.4 Digging and filling stone optical (electric) relay trenches
2.2.4.1 Work content,
Depth/tm
Unit is Wangri per cubic meter
Cleaning the base road
Unit is work H per dry meter
Explosive excavation, sword line positioning, drilling (drilling) holes, warning and protection, blasting, excavating cable trenches, cleaning, paving, covering (sand), backfilling a
Compacting: manpower running solid.
Staffing: 1 senior technician, 4 junior technicians, a total of 5 people, 2. 2. 4. 2
2.2. 4. 3
For the work quota, see Table 5,
Table 5 Digging and filling stone optical (electric) cable trenches
Drinkers of the tough
Note: When encountering special sections that cannot be blasted, the quota for manual excavation shall be multiplied by 1.7. Digging and filling optical (electrical) cable joint pits
2. 2. 5. 1Work content,
a) Digging, cleaning and backfilling of seven-quality joint pits: soft stone
b) Stone joint pits: digging, drilling, protection, drying, cleaning and backfilling, 2.2.5.2 Staffing:
±Soft joint pits: 2 junior technicians:
Unit working day per square meter
Secondary hard stone
b) Stone joint pits: 1 senior technician, 2 junior technicians, a total of 3 people2. 2. 5. 3 See Table 6 for the working day quota.
Table 6 Digging and filling of optical (electrical) cable joint pits
2.2.6 Digging and filling of earthen pipeline trenches and manhole pits
2, 2. 6. 1
2. 2. 6. 2
Large joint pits
Ordinary soil
Work content: marking and positioning, excavation, trimming, leveling, measuring elevation, backfilling, compaction. Staffing: 1 senior technician and 2 junior technicians, a total of 3 people. The work day quota is shown in Table 7.
2. 2. 6. 3
Table 7 Excavation and filling of pipeline trenches and manholes for decontamination
Depth 2m
Depth 2 m
2. 2. 7 Controlled filling of stone pipeline trenches and manholes General soil
GH/F19623—2004
Unit is two days each
Stone joint pit
Falling rock
Unit is man-day per cubic meter
Backfill potential
2.2.7.1 Work content Marking and positioning, drilling (drilling) holes, warning and protection, blasting: cleaning. Tidying, leveling, measuring elevation, backfilling. 2.2.7.2 Staffing: 1 senior technician and 4 junior technicians, a total of 5 people, the labor quota is shown in Table &.
2. 2. 7.3
Table 8 Digging and filling stone pipeline trenches and manhole pits
Secondary hard rock
For special areas that cannot be blasted, the quota for manual excavation is multiplied by 1.7, 2.2.8 Support, remove retaining boards
2. 2. 8. 1
2. 2. 8. 2
2. 2. 8. 3
Work content: sawing support wood, making and supporting retaining boards. Removing and recycling retaining boards. Staffing: 2 intermediate technicians, 2 junior technicians, a total of 4 people. Man-day quota list 9,
Table 9, removal of retaining board
2.2.9 Water extraction
2. 2. 9. 1
Man-day/00 1
Work content: carrying, installing and disassembling pumping equipment, pumping water, staffing: 1 intermediate technician, 1 junior technician, a total of 2 people. 2. 2.9.2
Man-day quota See Table 10
2. 2. 9. 3
Unit is man-day per cubic meter
Return compaction
Worker/person
GB/T19623—2004
Pipeline trench pumping
Weak water flow
E day/section
Medium water flow
Note 1: Pipeline trench pumping system is based on the space between two people as a section. Table 10 Pumping
Manhole pit pumping
Weak water flow
Medium water flow
Top/person
Pumping in manhole during cable laying
2: Weak water flow After the seepage water is drained out by the water-draining machine or by manual labor at one time, it is not necessary to put water on the same day and the construction can be carried out. 3; the middle water flow refers to the need to pump water intermittently during construction after the water is removed by the pumping machine or by manual labor. 2. 3 Communication channel
2.3.1 Pipeline foundation
2.3. 1. 1 Work content,
e) Subgrade: paving gravel, compacting, paving pebbles or rough cutting, leveling, b)
Concrete foundation: formwork making, installation, dismantling, steel bar batching and binding, concrete mixing, pouring, and maintenance. 2. 3. 1. 2
2. 3, 1. 3
Staffing: 2 intermediate technicians, 2 junior technicians, a total of 4 people. The daily quota is shown in Table 11
Pipeline foundation
Crushed stone base
Laying concrete pipes
2. 3. 2. 1
2, 3. 2. 2
2. 3. 2. 3
Unit, per cubic meter of man-day
Concrete foundation
Work content: Mixing mortar, brushing, lifting, laying concrete pipe blocks, clearing, grouting joints, grouting, filling seams, and curing. Staffing: 1:1 senior technician, 1.2 intermediate technicians, 3 junior technicians, a total of 6 people, the monthly quota is shown in Table 12.
Laying plastic and steel pipe pipelines
2. 3. 3. 1
2. 3. 3. 2
2. 3. 3. 3
. Work content:
Laying concrete pipes
Unit is per 100 meters per day
Type A and Type B
55, 0 55. 0
Laying plastic pipes: steel support plus 1, binding. File the inner mouth of the pipe, lay, connect the plastic pipe, fill the pipe with cement mortar. Test, block the pipe;
Laying steel pipe pipelines: cutting pipe threading + inner mouth of the pipe, laying, connecting, anti-magic, test avoidance, blocking the pipe mouth. Staffing: 1 high-level technician, 2 intermediate technicians, 3 junior technicians, a total of 6 people. The working day quota is shown in Table 13 .
(2×1)
Plastic pipes
Steel pipes
(3×1)
(2×2)
Auxiliary plastic and steel pipes
(3×2)
(4×3)
(5×3)
The unit is three days per meter
(6×3)
2. 3. 4 Concrete encapsulated pipes and pipe dredging 2. 3. 4. 1 Work content
a) Concrete encapsulated pipes; make, install and dismantle formwork, wash pipe body, foundation, formwork, pour concrete, maintenance b) Existing pipe dredging: cleaning, dredging.
2. 3. 4. 2 Staffing: 2 intermediate technicians 2 junior technicians - a total of 4 The man-day quota is shown in Table 14.
2. 3. 4. 3
Table 4: Concrete encapsulated pipeline and road dredging items
2.3. 5 Construction manholes (handholes)
2.3.5.1 Work content,
Concrete encapsulated pipeline
GH/1 19623--2004
Existing road dredging
Hole 100 )
Masonry manhole: formwork making, installation, removal, reinforcement batching and binding, concrete mixing, pouring and bricklaying, making and installing upper cover, installing manhole, installing cable bracket, plastering and curing,
Reinforced concrete manhole: formwork making, installation, removal, reinforcement batching and binding, concrete mixing, construction, installing manhole, installing cable bracket, plastering and curing;
Brick manhole: prefabricate manhole cover, bricklaying, inserting manhole, cement mortar plastering; d) Manhole waterproofing: clean and remove manhole wall, make waterproof layer, curing. 2. 3. 5.2 Personnel Arrangement
Building manhole: 1 senior technician, 2 intermediate technicians, 2 junior technicians, a total of 5 people: a
b) Brick handhole, manhole waterproofing: 3 intermediate technicians. Monthly quota table 15.
2. 3. 5. 3
Table 15 Building manhole (handhole)
Building manhole
Manhole waterproofing
Laying optical (electrical) cable
Optical cable single reel test
2. 4. 1. 3
Building manhole
Steel screen concrete manhole
The unit is for each
Brick handhole
Work content, instrument and tool preparation, appearance inspection, opening, opening, testing, recording, sealing, marking. Staffing: 1 senior technician, 1.2 intermediate technicians, a total of 3 man-day quotas, see Table 16.
Optical cable single reel test
Cable single reel test
12 core~36 core
36 core~60 core
: 60 core~-84 core
Unit is man-days per year
108 cores 144 cores
84 cores~108 cores
Work content: prepare instruments and tools, appearance inspection, open the reel, start, test, record, seal, and mark. 2. 4. 2. 1
Staffing: 1 senior technician, 1 intermediate technician·a total of 2 people, 2.4.2.2
Man-day quotas see Table 17.
GB/T 196232004
Digital optical cable
2. 4. 3. 1
Work content:
Single reel test of capsule 17 electric rope
30 pairs~50 pairs
7X4--14X4
5 pairs--8 pairs
14X4~25X4
80 pairs~-100 pairs
Buried optical cable: check the optical cable, clean the trench bottom, lay the optical cable, and reel the excess length! 100 pairs ~ 200 pairs
The unit is working day per reel
200 pairs ~ 300 pairs
Laying out optical cable in pipeline: checking optical cable, cleaning and brushing the support, laying out lead wire, laying out optical cable, wrapping protective tube and excess length of optical cable in manhole; Laying out optical cable: checking optical cable, removing the cover plate of trough, cleaning the trough, laying out optical cable, and restoring the cover plate: Blowing out optical cable: installing cable blowing equipment, setting up cable reel, checking optical cable, adding lubrication, laying out optical cable, treating silicone core tube, sealing and blocking the arm, and marking the construction records.
2. 4. 3. 2
Staffing:
Buried optical relay (trunk): 2 senior technicians, 3 intermediate technicians, 65 junior technicians, a total of 70 people; a
Buried optical cable (branch): 2 senior technicians, 3 intermediate technicians, 25 junior technicians, a total of 30 people! Pipeline optical cable: 1 senior technician, 2 intermediate technicians, 27 junior technicians, 30 people d
Trough optical cable (T line): 2 commercial technicians, 3 intermediate technicians, 65 junior technicians, a total of 70 people Tunnel optical cable (branch): 2 senior technicians, 3 intermediate technicians, 25 junior technicians, a total of 0 people Blowing optical cable: 2 senior technicians, 8 intermediate technicians, 10 junior technicians, a total of 20 people, the labor quota is shown in Table 18.
2. 4. 3.3
Table 18 Installation of optical cables
Buried optical cables
Laying optical cables through pipes
Laying optical cables through pipes
Blowing cables
412 cores
2.4.4 Laying of plastic sub-pipes
36 cores~-60 cores
12 cores--36 cores
60 .&---84 cores
Unit: working day per meter
84---108 cores
108 cores~·144 cores
2. 4. 4. 1 Work content, clear the node holes, check the appearance of the material pipe, install the whip material pipe and test it, fix the plugs and stoppers, and mark the pipe heads. 2.4.4,2 Staffing: 2 senior technicians, 18 intermediate technicians, 30 junior technicians, a total of 40 people 2. 4. 4. 3
Work quota: see Table 19,
Number of plastic sub-pipesbzxz.net
2. 4. 5 Silicone plastic pipes
Unit: 10000 square meters
2.4.5.1 Work content: cleaning the pipe trench, hanging and unloading the silicone plastic pipe, setting up the tray, picking up and installing, sorting and tying, jointing, 20cm thick fine soil backfilling, gas stabilization test.
2. 4. 5. 2
Staffing: 2 senior technicians, 8 intermediate technicians, 30 junior technicians, a total of 40 people. 2. 4, 5. 3
T. Daily quota: see Table 20.
2.4.6 Cable laying
Build inner cellar:
2. 4. 6. 3
$28~-34
Table 20 Laying of silicone-plastic pipe
Silicone-plastic pipe/mr
Laying buried cable: check cable, clean trench bottom, lay cable, and perform inflation testGR/T196232004
42~-=0
Laying cable in pipeline: check cable, clean pipe holes, lay lead wires, lay cable, saw cable heads, install support plates, coil excess length, and perform inflation test;
Laying cable in trough: check cable, remove trough cover, clean trough, lay relays, and restore cover. Staffing:
Buried cable (main line): 2 commercial technicians, 3 junior technicians, 55 junior technicians, a total of 60 people; buried cable (branch): 1 senior technician, 2 intermediate technicians, 22 junior technicians, a total of 25 people; pipeline cable: 1 senior technician, 2 intermediate technicians, 27 junior technicians, a total of 30 people; portable cable (trunk), 2 senior technicians, 13 intermediate technicians, 155 junior technicians, a total of 60 people; trough cable (branch): 1 senior technician, 2 intermediate technicians, 22 junior technicians, a total of 25 people. The man-day quota is shown in Table 21.
Table 21 Digital cables
Buried cables
Tunnel cables
Trough cables
Broadcast cables
2.5 Optical (electrical) splicing and testing
2.5. 1 Optical splicing
50 pairs--130 pairs
MX1-~25X4
100 pairs~-200 pairs
Every kilometer of the river
200 pairs~-400 pairs
2.5.1.11 Work content: Prepare instruments and equipment, handle joints: strip the optical cable, fuse the fiber core, strengthen the core splice, coil and fix the remaining fiber, re-measure the attenuation, and install the joint box.
2.5.t.2 Staffing: 2 senior technicians, 2 mid-level technicians, a total of 4 people. 2. 5. 1. 3
See Table 22 for the man-day quota.
Optical cable splicing
Cable core splicing
2. 5. 2. 1 Work content:
21 core~
108 core
108 core~
244 core
or end optical cable
splicing core
cable core splicing: prepare equipment, clean joint pit, strip cable, inspect cable, core splicing (including core cleaning of oil-filled cable), re-test and check number;
terminated cable core splicing; determine position, inspect electrical relay, check number and braid, core splicing, re-test and check number: electrical relay core wire reconnection: check number of new and old cables, braid wire, core wire effective connection test, 2.5.2.2 Staff configuration, 1 senior technician, 12 intermediate technicians, a total of 3 people. 2.5.2.3 The man-day quota is shown in Table 23.
GB/T 19623—2004
2.5.3 Electrical relay sleeve sales connection
2.5.3. Work content
3 Cable core wire connection
Core load connection
Terminated core wire connection
Unit is man-day per hundred pairs
Bus connection
Sealing and welding heat shrinkable sleeve (wrapping): sleeve alignment, marking, core wire treatment, connecting shielding wire, grinding and cleaning cable bonding, shrink sleeve a
(wrapping) tube finishing and fixing sleeve cleaning site: oil-filled cable sleeve connection: sleeve shaping, positioning, cleaning cable, core wire treatment, connecting shielding wire, interface treatment, algae injection paste, b)
Fixed sleeve, site cleaning.
2. 5. 3, 2
2. 5. 3. 3
Staffing configuration: 1 senior technician, 1 junior technician, and 2 others. The working day quota is shown in Table 24. Table 24 Cable casing connection Straight-through head Sealing and welding Heat-resistant Shrink sleeve (package) Answer Drum head Straight-through head/Oil-filled cable Sleeve connection Tt||Splitting head/2.5.4 Sealing and welding End sleeve nozzle ≤50 pairs ≤14×4 50 pairs -~100 pairs X4-~25×4 100 pairs~-200 pairs 200 pairs~-300 pairs X50 pairs 14×4 50 pairs~100 Pair
week×4~25×4
100 pairs~ 200 pairs
200 pairs~:300 pairs
50 pairs≤14×4
50 pairs--10) pairs
1:X4--25X4
100 pairs- 200 pairs
200 pairs～300 pairs
55 pairs~- 1 pair
14×4--25× 4
10% pairs~-200 pairs
200 pairs~ 30C pairs
Unit is working day each
1, D05
2.5.4.1 Work content: Tube shaping, cable cleaning, core wire processing, shielding wire connection, terminal sleeve encapsulation, plugging agent and filler preparation and pouring, pressure test, testing, arranging and fixing the terminal cable, marking. 2.5.4.2 Personnel configuration: 1 senior technician, 1 intermediate technician, and 2 other 2.5.4.3
The labor quota is shown in Table 25.
Sealing welding plugging end sleeve
50 pairs~~100 agents
14 X 4 ~25 x 4
1G0 pairs~-200 pairs
Unit is man-days each
20) pairs~300 pairs
2.5.5 Optical cable testing
GB/T 19623—2004
2.5.5.1 Work content: Instrument preparation, optical fiber characteristic test (1310mm and 1550mm windows). Record, organize data Human resources configuration: 2 technicians, 2 commercial technicians, a total of 4 people. 2.5.5.2
2.5. 5. 3
The man-day quota is shown in Table 26.
Optical cable test
Cable test
2. 5. 6. 1
2. 5. 6.2
36 cores～
Work content: checking, true and AC testing, recording, and collating data. Personnel allocation: 1 senior technician, 2 intermediate technicians, a total of 3 people. The working day quota is shown in Table 27.
Table 27 Cable testing
, 3G pairs
2.6 Optical cable protection
30 pairs~50 pairs
2. 6. 1 Optical (electrical) relay steel pipe, hard plastic pipe protection 2.6. 1.1 Work content:
50 pairs-- 100 pairs
7X4 ~14X4
Working day/line
48 cores~
100 pairs-~ 200 pairs
14 X 4 ~25 X 4
50 cores~
Unit is T:[Model section
84 core-
200 pairs~300 pairs
a) Laying steel pipes and hard plastic pipes; measuring protection length, transporting, sawing pipes or connecting pipes, anti-corrosion of steel pipes, laying pipes, plugging pipe holes 104 core~
144 core
Wiring cable test
Three days/hundred pairs
Optical (electrical) cable bridge protection: iron processing and anti-rust treatment, drilling. Install and fix pipes (grooves), put plastic hand pipes in steel pipes, plug h)
Pipe holes;
Culvert protection: measuring foundation anti-expansion length, chain or bend pipes, steel pipe (angle steel) anti-addiction fixing steel pipes or angle steels, repair culverts. e
2.6.1.2 Staffing: 1 senior technician, 1 junior technician, and the other 2.6.1.3
The working day quota is shown in Table 28,
3Optical cable steel pipe, hard plastic general protection
Optical (electric) cable bridge protection
Laying steel pipe
Laying plastic pipe
2.6.2Photoelectric cement trough, composite trough protection2.6.2. 1 Work content;
Steel plus 1 piece
Plastic sub-pipe
Steel plus 3 pieces
Plastic sub-pipe
Single will be a man-day per meter
Crossing the ditch, protecting
Prefabricated reinforced concrete trough: straightening, rust removal, bending, tying, cleaning the site, cleaning the formwork, installing, applying release agent, placing steel bars, a)
Concrete batching, mixing, pouring, tamping, plastering, curing, screwing; b)
Laying reinforced concrete trough, composite material trough: transport, ditch removal, laying, covering the cover (grouting of cement trough)! c) Cement trough encapsulation, mixing cement mortar, placing and encapsulating cement trough, curing. 2.6.2.2 Staffing: 1 senior technician, 1 junior technician, a total of 2 people: 2.6, 2.3 The man-day quota is shown in Table 29.
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