Disclosure of Invention
The invention aims to provide a living area sheet welding method for converting crude oil into barges, which aims to solve one or more technical problems in the prior art.
To achieve the purpose, the invention adopts the following technical scheme:
a method for welding a living area sheet of a crude oil transfer barge, comprising the steps of:
s100: forming a platform bottom plate through jointed board welding;
s200: welding a triangular connecting plate at the end part of the flat-bulb steel plate to form a bulkhead connecting component;
s300: setting a plurality of first areas to be welded with the flat-bulb steel plate, a plurality of second areas to be welded with the transverse reinforcing rib plates, a third area to be welded with the bulkhead connecting component, a plurality of fourth areas to be welded with the cross beam component and a fifth area to be welded with the stringer component on the platform base;
s400: sequentially welding a plurality of longitudinally arranged flat-bulb steel metal plates in a first area to be welded on a platform bottom plate by adopting a split welding method;
s500: a plurality of transverse reinforcing rib plates are welded at intervals from the middle part to the front side and the rear side of a second to-be-welded area on the platform bottom plate in sequence;
s600: welding a bulkhead connecting piece in a third to-be-welded area on the platform bottom plate, and welding a butt joint between the bulkhead connecting piece and the flat bulb steel plate;
s700: and welding the longitudinal truss members and the cross beam members on the fourth to-be-welded area and the fifth to-be-welded area on the platform bottom plate to form the platform base.
Preferably, the step S100 specifically includes the following steps:
s101: respectively splicing and welding a plurality of rectangular steel plates and a plurality of rectangular steel plates with the round-angle steel plates to form a first bottom plate and a second bottom plate;
s102: placing the first bottom plate and the second bottom plate on the jig frame, staggering welding seams between steel plates on the first bottom plate and the second bottom plate, and fixing the steel plates on the jig frame through an angle steel array on the jig frame;
s103: and welding the butt joint between the first bottom plate and the second bottom plate to form the platform bottom plate.
Preferably, the step S400 specifically includes the following steps:
s410: firstly welding a flat-bulb steel plate piece positioned at a first area to be welded in the middle of a platform bottom plate;
s420: sequentially welding flat-bulb steel metal plates at intervals from first areas to be welded on two opposite sides of the middle part of the platform bottom plate;
s430: and welding flat-bulb steel plate parts on the first to-be-welded areas which are not welded in sequence from the middle part of the platform bottom plate to two sides.
Preferably, the step S410 specifically includes the following steps:
s411: dividing a first area to be welded between the flat-bulb steel plate and the platform bottom plate into four butt welding seams with equal length;
s412: simultaneously welding two butt welding seams positioned at the middle part of the connecting part between the flat-bulb steel plate and the platform bottom plate, wherein the moving direction of the welding gun is from the middle part to the outside;
s413: and (3) after the two butt welds formed by welding in the step (S302) are cooled, welding the other two butt welds simultaneously, wherein the moving direction of the welding gun moves outwards from the middle part of the platform bottom plate until the flat-bulb steel plate is fixed with the platform base.
Preferably, the step S600 specifically includes the following steps:
s601: positioning the bulkhead connecting component on a third area to be welded, so that the bottom of the bulkhead connecting component is jointed with the platform bottom plate, and one end, far away from the triangular connecting plate, of the bulkhead connecting component is jointed with the flat-bulb steel plate;
s602: welding butt joints between the bulkhead connecting members and the platform floor;
s603: and welding the vertical welding seam between the bulkhead connecting component and the flat-bulb steel plate.
Preferably, the step S700 specifically includes the following steps:
s710: positioning the cross beam members on two sides of the stringer members, attaching the end parts of the cross beam members to the stringer members, and welding butt seams between the upper edges of the end parts of the cross beam members and the upper edges of the stringer members;
s720: welding the cross beam member on the fourth welding area by adopting a skip welding method;
s730: welding the stringer on the fifth welding area by adopting an alternate welding method;
s740: and welding the vertical seam between the stringer member and the cross beam member.
Preferably, the step S720 specifically includes the following steps:
s721: moving the welded cross member and stringer member onto the platform floor;
s722: dividing a fourth to-be-welded area between the cross beam member and the platform bottom plate into five butt joints with equal length, wherein the five butt joints are sequentially distributed from one end of the cross beam member, which is close to the longitudinal girder, to the other end of the cross beam member, and the five butt joints are respectively a third cross beam butt joint, a first cross beam butt joint, a fourth cross beam butt joint, a second cross beam butt joint and a fifth cross beam butt joint;
s723: and welding the first beam butt joint, the second beam butt joint, the third beam butt joint, the fourth beam butt joint and the fifth beam butt joint in sequence, wherein the moving direction of the welding gun is from one end, close to the longitudinal girder, of the beam member to the other end.
Preferably, the step S730 specifically includes the following steps:
s731: dividing a fifth to-be-welded area between the stringer component and the platform bottom plate into six opposite joints with equal length from the middle point to the rear end, wherein the six opposite joints are sequentially a fourth stringer opposite joint, a first stringer opposite joint, a fifth stringer opposite joint, a second stringer opposite joint, a sixth stringer opposite joint and a third stringer opposite joint;
s732: welding the first stringer butt seam, the second stringer butt seam, the third stringer butt seam, the fourth stringer butt seam, the fifth stringer butt seam and the sixth stringer butt seam in sequence, wherein the moving direction of the welding gun is from the middle part of the stringer member to the rear end;
s733: steps S731 and S732 are repeated to weld the butt seam from the midpoint to the front end of the fifth area to be welded between the stringer and the deck floor.
The beneficial effects of the invention are as follows: by adopting the welding method, the welding efficiency of the living area sheet is optimized, the concentration of welding stress is avoided, and the problem of larger subsequent assembly gaps is solved by adjusting the welding sequence and the welding seam length between the platform bottom plate and the flat-bulb steel plate, the bulkhead connecting component, the longitudinal truss component and the cross beam component. The platform bottom plate is formed by adopting a jointed board welding mode, so that the local deformation of the platform bottom plate in the transportation and welding processes is reduced; the flat-bulb steel plate is welded by adopting a split welding method, so that the thermal expansion deformation of the flat-bulb steel plate is avoided, and the deformation of the platform bottom plate caused by the concentration of welding stress is also avoided.
Detailed Description
The technical scheme of the invention is further described below by the specific embodiments with reference to the accompanying drawings.
A living area sheet welding method for converting crude oil into barges according to this embodiment, referring to fig. 1, 2 and 4, includes the following steps:
s100: forming a platform bottom plate 1 by jointed board welding;
s200: welding a triangular connecting plate 21 at the end part of a flat bulb steel plate 22 to form a bulkhead connecting component 2; the bulkhead connecting component is used for connecting with a bulkhead in the subsequent sectional manufacturing process;
s300: setting a plurality of first areas to be welded with the flat-bulb steel plate 22, a plurality of second areas to be welded with the transverse reinforcing rib plates 3, a third area to be welded with the bulkhead connecting component 2, a plurality of fourth areas to be welded with the cross beam component 5 and a fifth area to be welded with the longitudinal truss component 4 on the platform base;
s400: sequentially welding a plurality of longitudinally arranged flat-bulb steel metal plates 22 on a first area to be welded on the platform bottom plate 1 by adopting a split welding method;
s500: a plurality of transverse reinforcing rib plates 3 are welded at intervals along the welding lines 7-1 to 13-3 from the front side and the rear side of the middle part of the second area to be welded on the platform bottom plate 1,
s600: welding a bulkhead connector in a third to-be-welded area on the platform bottom plate 1, and welding a butt joint between the bulkhead connector and the flat bulb steel plate 22;
s700: the stringer members 4 and the cross members 5 are welded to the fourth to-be-welded area and the fifth to-be-welded area on the deck base plate 1, respectively, to form a deck base.
The platform bottom plate 1 is formed by adopting a jointed board welding mode, so that the local deformation of the platform bottom plate 1 in the transportation and welding processes is reduced; the flat-bulb steel plate 22 is welded by adopting a split welding method, so that the thermal expansion deformation of the flat-bulb steel plate 22 is avoided, and the deformation of the platform bottom plate 1 caused by the concentration of welding stress is also avoided; by adopting the welding method, the welding efficiency of the living area sheet is optimized, the concentration of welding stress is avoided, and the problem of larger subsequent assembly gap is solved by adjusting the welding sequence and the welding seam length between the platform bottom plate 1 and the flat-bulb steel plate 22, the bulkhead connecting component 2, the longitudinal truss component 4 and the cross beam component 5. The welds between the triangle connecting plate 21 and the ends of the flat-bulb steel plate 22 are welds BK1 to BK16, respectively.
Preferably, the step S100 specifically includes the following steps:
s101: respectively splicing and welding a plurality of rectangular steel plates and a plurality of rectangular steel plates with the round-angle steel plates to form a first bottom plate and a second bottom plate;
s102: placing the first bottom plate and the second bottom plate on the jig frame, staggering welding seams between steel plates on the first bottom plate and the second bottom plate, and fixing the steel plates on the jig frame through an angle steel array on the jig frame;
s103: the butt seam between the first base plate and the second base plate is welded to form the platform base plate 1.
From this, through with polylith rectangle steel sheet and fillet steel sheet amalgamation form first bottom plate and second bottom plate, make first bottom plate and second bottom plate amalgamation form platform bottom plate 1 again, utilize the great platform bottom plate 1 of polylith surface area less steel sheet amalgamation formation surface area, adopt this kind of mode not only be convenient for platform bottom plate 1 transportation, still reduced the local deformation that platform bottom plate 1 appears in transportation and welding process.
Preferably, referring to fig. 3, step S400 specifically includes the following steps:
s410: firstly, welding a flat-bulb steel plate 22 positioned at a first area to be welded in the middle of the platform bottom plate 1 along the welding lines 1-1 to 1-2 and the welding lines 2-1 to 2-2;
s420: sequentially welding the first areas to be welded on two opposite sides of the middle part of the platform bottom plate 1 at intervals to enable flat-bulb steel plate 22 to be welded on the welding seams 3-1 to 3-2;
s430: and welding the flat-bulb steel plate 22 on the first to-be-welded area which is not welded, from the middle part of the platform bottom plate 1 to two sides in sequence, so that the flat-bulb steel plate 22 is welded on the welding seams 4-1 to 4-2, the welding seams 5-1 to 5-2 and the welding seams 6-1 to 4-1 in sequence.
Therefore, the flat-bulb steel plate 22 is welded outwards from the middle of the platform bottom plate 1, so that the phenomenon that the deformation is easy to occur due to local overheating of the platform bottom plate 1 in the welding process is avoided, the welding heat affected zone is reduced, the cooling waiting time of welding is saved, and the welding efficiency is improved.
Further, the step S410 specifically includes the following steps:
s411: dividing a first area to be welded between the flat-bulb steel plate 22 and the platform bottom plate 1 into four butt welds with equal length;
s412: simultaneously, welding two butt welds positioned at the middle part of the connecting part between the flat-bulb steel plate 22 and the platform bottom plate 1, wherein the moving direction of the welding gun is from the middle part to the outside;
s413: after the two butt welds formed by welding in the step S302 are cooled, welding is performed on the other two butt welds at the same time, and the moving direction of the welding gun moves outwards from the middle part of the platform bottom plate 1 until the flat-bulb steel plate 22 is fixed with the platform base.
The flat-bulb steel plate 22 is welded by adopting a split welding method, so that the thermal expansion deformation of the flat-bulb steel plate 22 is avoided, and the deformation of the platform bottom plate 1 caused by the concentrated welding stress is also avoided.
Preferably, the step S600 specifically includes the following steps:
s601: positioning the bulkhead connecting component 2 on a third area to be welded, so that the bottom of the bulkhead connecting component 2 is attached to the platform bottom plate 1, and one end, far away from the triangular connecting plate 21, of the bulkhead connecting piece is attached to the flat bulb steel plate 22;
s602: welding the butt joint between the bulkhead connecting component 2 and the platform bottom plate 1;
s603: the welding is performed on the vertical welding seam between the bulkhead connecting component 2 and the flat bulb steel plate 22.
Therefore, the bottom of the bulkhead connecting component 2 is welded firstly, and then the vertical seam between the bulkhead connecting component 2 and the flat bulb steel plate 22 is welded, so that the local overheating of the bulkhead connecting component 2 is avoided, the cooling waiting time of welding is saved, and the welding efficiency is improved.
Preferably, the step S700 specifically includes the following steps:
s710: positioning the cross members 5 on both sides of the stringer 4, bonding the end portions of the cross members 5 to the stringer 4, and welding a butt seam between the upper edges of the end portions of the cross members 5 and the upper edges of the stringer 4;
s720: welding the cross member 5 to the fourth welding area by a skip welding method;
s730: welding the stringer 4 to the fifth welding region by an alternating welding method;
s740: welding the vertical seams (1) to (8) between the stringer members 4 and the cross member 5.
The butt seam between the upper edge of the end part of the cross beam member 5 and the upper edge of the longitudinal girder member 4 is welded together, so that the installation positions of the cross beam member 5 and the longitudinal girder member 4 are conveniently positioned, and the welding between the cross beam member 5 and the platform bottom plate 1 is realized by adopting a skip welding method and alternately, so that the deformation generated by welding is reduced.
Further, referring to fig. 5, step S720 specifically includes the following steps:
s721: moving the cross member 5 and the stringer member 4 welded as one body onto the platform floor 1;
s722: dividing a fourth to-be-welded area between the cross beam member 5 and the platform bottom plate 1 into five butt joints with equal length, wherein the five butt joints are sequentially distributed from one end, close to the stringers, of the cross beam member 5 to the other end, and are respectively a third cross beam butt joint BM1-3, a first cross beam butt joint BM1-1, a fourth cross beam butt joint BM1-4, a second cross beam butt joint BM1-2 and a fifth cross beam butt joint BM1-6;
s723: welding the first beam butt joint, the second beam butt joint, the third beam butt joint, the fourth beam butt joint and the fifth beam butt joint in sequence, wherein the moving direction of the welding gun is from one end, close to the longitudinal girder, of the beam member 5 to the other end;
s724: and repeating the steps to finish welding the beam butt seam BM2-1 to the beam butt seam BM 8-5.
Because the butt seam length between the beam member 5 and the platform bottom plate 1 is longer, the embodiment adopts a skip welding method to weld the first beam butt seam, the second beam butt seam, the third beam butt seam, the fourth beam butt seam and the fifth beam butt seam in sequence, so that heat of butt welding seams of the beam member 5 can be dispersed, and deformation generated by welding is reduced.
Further, referring to fig. 6, step S730 specifically includes the following steps:
s731: dividing a fifth to-be-welded area between the stringer member 4 and the platform bottom plate 1 into six butt seams with equal length from the middle point to the rear end, wherein the six butt seams are sequentially a fourth stringer butt seam GR1-4, a first stringer butt seam GR1-1, a fifth stringer butt seam GR1-5, a second stringer butt seam GR1-2, a sixth stringer butt seam GR1-6 and a third stringer butt seam GR1-3;
s732: welding the first stringer butt seam GR1-1, the second stringer butt seam GR1-2, the third stringer butt seam GR1-3, the fourth stringer butt seam GR1-4, the fifth stringer butt seam GR1-5 and the sixth stringer butt seam GR1-6 in sequence, wherein the moving direction of the welding gun is from the middle part of the stringer member 4 to the rear end;
s733: steps S731 and S732 are repeated to weld the stringer-to-seam GR2-1 to the stringer-to-seam GR2-6 from the midpoint to the front end of the fifth area to be welded between the stringer member 4 and the platform floor 1.
Similarly, because the length of the butt seam between the stringer member 4 and the platform floor 1 is long, six butt seams with equal length are respectively divided from the middle point to the rear end and the rear end of the fifth area to be welded, and the embodiment adopts an alternate welding method to weld the first stringer butt seam, the second stringer butt seam, the third stringer butt seam, the fourth stringer butt seam, the fifth stringer butt seam and the sixth stringer butt seam in sequence, so that the heat of butt welding seams of the stringer member 4 can be dispersed, and the deformation generated by welding can be further reduced.
The technical principle of the present invention is described above in connection with the specific embodiments. The description is made for the purpose of illustrating the general principles of the invention and should not be taken in any way as limiting the scope of the invention. Other embodiments of the invention will be apparent to those skilled in the art from consideration of this specification without undue burden.