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Chemical Industry Heavy Steel Frame Structural Fabrication for Petrochemical Plant Pipe Rack Natural Gas Pipeline
As one of the leading heavy steel fabricators in China, we have engaged in quite a lot of Chemical production line heavy steelworks. Except the China standard fabrication, we are also quite capable to do the steel fabrication based on America standard, Europe standard, UK Australia standard and so on.
Following is a typical petrochemical plant project introduction:
1. Project overview
This project is a reconstruction project for the polypropylene
plant and platform of the refinery chemical company. It is divided
into 1-4 axes and 5-7 axes. A 200mm high brick wall is set up
around the activator tank on a level 13.000 level. Apply 20mm thick
1:2 cement mortar cover on the outside, embed parts in the
cast-in-place layer and the corresponding positions in the ring
beam, and connect the steel frame to the embedded parts. Ladder
composite board, fixed on the steel frame with self-tapping bolts.
2. Construction organization and deployment:
2.1 Organization:
The project is constructed in accordance with the project method,
the project manager responsibility system is implemented, and the
project method construction is carried out. The project team is
composed of personnel with rich construction experience sampled by
the company, and the project manager department responsible for the
construction of this project is formed. According to the company's
"Quality Manual" Provisions, improve the organizational structure
of the project management department.
2.2 Construction management objectives:
2.2.1 Quality standard: qualified
2.2.2 Construction period target: 10 days for demolition, 20 days
for steel structure, 15 days for roof panels, wall panels, doors
and windows, and 8 days for others.
2.2.3 Economic indicators: keep the capital at a low profit, and
use scientific management and advanced technology to make profits.
2.2.4 Safety indicators: prevent fatalities and serious injuries,
and control the frequency of minor injuries below 15‰.
2.2.5 On-site management: the construction site that meets the
standard.
3. Construction plan
In this project, civil construction is carried out first and then
installation is carried out. Civil construction is carried out
first and then steel structure.
3.1 According to the characteristics of this project, two
twelve-ton truck cranes are used for vertical transportation.
3.2 Steel bars and wood products are processed and produced at the
construction site. The formwork is made of steel formwork, and wood
formwork is used to supplement when the modulus is not enough. Some
bases of steel structure are processed and installed on site.
3.3 Division of construction stages
According to the characteristics of this project, the whole project
is divided into three stages: civil engineering - main steel
structure project - decoration part; according to the construction
characteristics of different stages, labor force, materials and
machinery are arranged, construction progress is controlled, and
construction period is arranged.
3.4 The construction sequence of each part of the project
3.4.1 The general principle of foundation construction is the
construction sequence of "first civil construction, then steel
structure, and attention to waterproofing".
3.4.2 The main project shall be installed after civil construction,
and water and electricity shall be interspersed.
4. Main engineering construction technical measures:
4.1.1 Horizontal position test: Receive the positioning reference
line provided by the construction unit in written form, and use the
theodolite to test the main control axis of the proposed building
based on this point, with a distance of 3 meters on the extension
line at both ends of the main control line Half of the permanent
axis control piles and 10 meters should be set up and protected for
inspection and review purposes.
4.1.2 Elevation measurement: Based on the value of the benchmarking
point provided in writing by the construction unit as the base, use
the theodolite to guide and measure the elevation value of the
benchmarking point to a place near the project that is not easy to
be damaged for protection, so as to conduct pilot measurement and
proofreading of the elevation of the project . This project is an
extension project, and the relative elevation can be determined
independently.
4.2 Rainproof and drainage:
During dismantling and construction, pay attention to the
protection of the original components, and prepare waterproof
equipment and materials. Try not to interfere with lower-level
work.
4.3 Civil engineering
4.3.1 Removal
Pay attention to dismantling with machinery, do not smash and
chisel again, and protect the original structure and wall.
4.3.2 Joint surface treatment
The structural layer of the building is chiseled, fully wetted and
then poured with 80mm thick ceramsite concrete (C20). There are
ring beams around the outside.
4.3.3 Rebar construction:
(1) After the steel bars enter the site, they should be checked,
sorted, stacked by special personnel in a timely manner, sampled
for inspection, and marked, and the stacking site should be dry.
(2) Reinforcement production: Reinforcement production shall be
carried out in strict accordance with the method indicated in the
construction drawing. After the rebar is formed in the on-site
rebar processing shed, it shall be bound on site.
(3) Rebar binding:
a) After the cushion layer is laid, pop out the edge line of the
bottom plate, the center line and edge line of the column, and the
position line of the steel bar binding. Before binding, check the
specifications and variety of steel bars, and then bind them.
b) When tying steel bars, a protective layer shall be reserved
according to the design regulations, and there shall be no negative
error. The steel bars are firmly bound with splayed buckles to
prevent the concrete from being bumped and shaken, which will
loosen the bindings and cause the steel bars to be exposed due to
the displacement of the steel bars.
4.3.4 Formwork construction:
There is only one ring beam and ceramsite concrete floor
superimposed layer ring beam formwork support setting focus, pay
attention to straightness.
4.3.5 Concrete construction
(1) Before pouring, check the elevation and axis to be correct and
check the steel formwork to meet the requirements before pouring
and tamping the concrete.
(2) Continuous construction of foundation pouring, and special
attention should be paid to the re-measurement of the elevation and
position of column insert bars and pre-buried anchor bolts during
the concrete pouring process to prevent tilting and displacement
during the pouring and vibrating process. Vibration adopts plug-in
vibrator. Requires vibrating compaction.
(3) When pouring concrete, set up a movable operating table, and
pour the concrete directly into the mold with a trolley.
4.4 Steel structure engineering process control
4.4.1 General Specifications
The technical department shall make the identification method of
all components, and issue a list of identification specifications
to relevant departments and teams. Specifications, models and
locations of welding wires, fluxes and electrodes required for
special welds shall be indicated on the process drawing. Special
welds do not need to be welded to the edge of the component, and
should be clearly marked on the process drawing. All bolted
connection parts must be marked with a template, and attention
should be paid to the direction and orientation. Those that can be
drilled must be drilled. For the construction of new technology and
new materials, welders must be trained and qualified before they
can work. And need to master the basic knowledge in "Q235 Welding".
All electrodes and fluxes must be used and stored after being dried
in accordance with the welding specifications, and the electrode
insulation cylinder must be used correctly.
Welding of material components must first be done as test pieces.
24 hours after the completion of the first pass of each weld, use a
magnifying glass or an ultrasonic flaw detector to inspect the weld
for delayed cracking. If cracks and carbon arc gouging are found,
re-weld or use a new welding process and new welding specification
to redo the test piece.
For steel components, if there are strip-shaped dense pores on the
door-type welding machine, they should be treated as welding
cracks, and must be planed and re-welded.
For steel components, the edges must not be scratched, otherwise
they must be ground and repaired.
For steel components, if the welding seam needs to be welded twice,
or more than twice, the slag should be removed after the first
welding to check whether there is any crack. If there are cracks,
it must be planed and re-welded.
4.4.2 Welding process of steel column and steel beam
Assembling large sample of steel column and steel beam - assembling
connecting plate - drilling connecting hole - butt flange -
connecting welding port - welding - flame straightening -
pre-assembly - assembling beam center connecting flange - -
Measurement - welding center flange - cleaning slag, burr - rust
removal, painting
4.4.3 The above key points shall be controlled by the technical
personnel of the control department in charge of the technical
project, and the quality inspectors of the quality control
department shall strictly follow the above-mentioned process
regulations. If problems are found, they shall promptly report to
the technical department.
4.5 Production schedule control
We will make production preparation according to the content of the
engineering contract and formulate production preparation design.
4.5.1 Production staff
(1) There are 7 electric welders in the workshop, 5 equipment
operators, 3 auxiliary workers, 3 warehouse loading and unloading
workers, and 2 mechanical maintenance workers, totaling 20 people.
According to the quantity of the project, the production department
will designate the production personnel of each part.
(2) Unit preparation:
The production workshop is now divided into 7 groups, which can
meet the needs of the production process. Special attention should
be paid to the individual groups that affect the progress of the
project. The first and last procedures should be strictly
demonstrated, and personnel should be supplemented when necessary.
To meet the requirements of the next process and entry time.
(3) Implement the importance of daily maintenance of equipment for
equipment operators, and achieve "three good and four thoughts" to
ensure the integrity rate of equipment during use.
(4) Carry out necessary publicity and supervision work for plant
auxiliary workers, plant loading and unloading workers, and
mechanical maintenance workers, so that they can fully ensure
front-line production and equipment safety. We should not waste too
much in auxiliary working hours, and take corresponding measures to
meet the 24-hour work of front-line production.
4.5.2 Production equipment
(1) 4 sets (sets) of C-shaped steel production equipment in the
workshop, 6 sets (sets) of drilling holes for parts, 6 sets (sets)
of electric welding machines, 2 sets (sets) of cranes and 3 sets
(sets) of processing equipment. According to the engineering volume
and production progress, the production department draws up the
production design and usage, improves the utilization rate of the
equipment, and tries not to add other equipment while meeting the
progress of the construction period.
Specification:
Steel Grade | Q235b, Q345b |
Marerial | Galvanized steel |
Width | 310-500mm |
Thickness | 0.15-3.2mm |
Weight coating | 30-275g/m2 |
Application | All kinds of steel structure buildings |