CN1238566C - Method for making resin concrete electrolytic tank by rotating assembly - Google Patents
Method for making resin concrete electrolytic tank by rotating assembly Download PDFInfo
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- CN1238566C CN1238566C CN 200310113490 CN200310113490A CN1238566C CN 1238566 C CN1238566 C CN 1238566C CN 200310113490 CN200310113490 CN 200310113490 CN 200310113490 A CN200310113490 A CN 200310113490A CN 1238566 C CN1238566 C CN 1238566C
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Abstract
The present invention relates to a method for manufacturing a resin concrete electrolysis bath by rotating assembly, which comprises the contents of a manufacturing procedure of an internal template support frame of a main side plate of the electrolysis bath, a manufacturing process of an internal template, a structure of a tensioning frame, the characteristics of a seam mould bracket and a seam mould provided with holes, the downward characteristics of the internal surface of the main side plate, the characteristics of rotation hoisting, a structure of an assembling platform of the electrolysis bath, etc. An installation procedure and a disassembly procedure of all components are emphasized, and the external side of the main side plate is provided with a mould pit which not only guarantees the strength of the electrolysis bath but also saves raw materials. Experiments prove that the present invention enhances the work efficiency, the product quality and the security of constructors by adopting the rotating assembly manufacturing method, so production procedures in the field are standardized.
Description
Technical field the present invention relates to a kind of manufacture method of the equipment relevant with electrolysis, more particularly the present invention relates to a kind of resin concrete electrolyzer rotation assembly unit making method.The present invention should be divided into the C25B group in International Patent Classification (IPC).
Background technology is present, and there is certain weak point in existing electrolyzer making method, and wherein relatively more outstanding is: in making processes, electrolyzer master plate medial surface up.Because the medial surface of electrolyzer master plate, makes electrolyzer have many problems qualitatively up in making processes.Because when the plate face water smash after, can not water immediately and smash the limit rib, otherwise can stick out near the concrete of peripheral panels face.Treat generally speaking to water the limit rib again after the plate surface concrete solidifies slightly, so just produced " construction joint ", thereby influenced the quality of master plate.And for example after limit rib casting and compacting of concrete is intact, give embedded part one joint bar and seal plate just be difficult to insert conformance with standard, be exactly to water not allow vibration too big when smashing more again, thereby influenced concrete density, cause the intensity of electrolyzer to reduce.
Summary of the invention the objective of the invention is to: at the deficiency of prior art, and the inboard ventricumbent rotation assembly unit making method of master plate when a kind of the construction is provided.In addition, the Mosaic face of master plate of the present invention and end plate, base plate is zigzag Mosaic face, thereby has improved the quality of electrolyzer.
The objective of the invention is to realize by following technical scheme: described electrolyzer making method is as follows:
(1) the inner formword bracing frame of the master plate of making resin concrete electrolyzer
1) makes inner formword bracing frame unit 1
Described inner formword bracing frame unit 1 is a skeleton construction, this inner formword bracing frame unit 1 comprises rear column 2, front column 5, top end rail 3, bottom end rail 4, front end at described top end rail 3 is provided with rotation hinge permanent seat 6, is provided with rotation hinge hinge 7 on described rotation hinge permanent seat 6.
2) with described inner formword bracing frame unit 1 usefulness preceding go up tie-beam 8, back go up tie-beam 8 ', preceding tie-beam 9 down and back tie-beam 9 ' be joined together to form inner formword bracing frame down.
(2) link together with the upper end stretch-draw framework 12 that is provided with hole 13 with the inner formword bracing frame of union lever 11 described master plate, adjust the spacing of inner formword bracing frame and upper end stretch-draw framework 12 with the eye distance of union lever 11, and fix with the bolt steady brace, on described upper end stretch-draw framework 12, be connected with perpendicular upper end stretch-draw upright of frame 14.
(3) the inner formword heart unit (15) that be provided with pilot hole all around is interconnection along its length, the rotation hinge free bearing (16) that is provided with pilot hole is sandwiched in therebetween connects to form the inner formword heart with bolting in the lump, with the inner formword heart with bolt and inner formword at the bottom of in Corner boarding (17) link into an integrated entity, a side of the inner formword heart links into an integrated entity with bolt and lifting beam (18) and forms the inner formword main part;
(4) described inner formword main part is placed on the inner formword bracing frame, makes rotation hinge free bearing 16 cut with scissors hinge 7 with the rotation on the described rotation hinge permanent seat 6 and match, the planeness of leveling inner formword main part makes it to fit steadily with the inner formword bracing frame.
(5) with union lever 11 ' with the inner formword bracing frame of described master plate be provided with hole 13 ' both ends and lower bottom part stretch-draw framework 19 link together, with union lever 11 ' eye distance adjust the spacing of inner formword bracing frame and both ends and lower bottom part stretch-draw framework 19, and fix with the bolt steady brace, on described both ends and lower bottom part stretch-draw framework 19, be connected with perpendicular stretch-draw upright of frame 14 '.
(6) place height adjusting block 20 in the outside of the two ends of inner formword bracing frame column upper end, lay the Corner boarding 21 and 21 inner formword two ends in ' and make it to compress the complete inner formword of composition simultaneously with the leveling of inner formword main part; With described inner formword pad pasting or be coated with 1-2 all over remover, finishing after, above-mentioned steps forms the service platform of the master plate of making resin concrete electrolyzer.
(7) union lever 11 ' on, corresponding master plate and two end plates, base plate splicing place, lay the seam jig carriage 22 and 22 that has hole '; Adjust union lever 11 ' planeness and adjust described seam jig carriage 22 and 22 ' levelness; On described seam jig carriage 22, place side by side two zig- zag seam jigs 23 and 23 that have a hole ', described seam jig carriage 22 ' on place side by side two zig- zag seam jigs 24 and 24 that have a hole '; Make hole on the described seam jig carriage 22 and described zig-zag seam jig 23 and 23 ' on hole aligning, make described seam jig carriage 22 ' on hole and described zig-zag seam jig 24 and 24 ' on hole aligning; Described two the zig- zag seam jigs 23 and 23 that have a hole ' between vertically give and bury seal plate 25, described two the zig- zag seam jigs 24 and 24 that have a hole ' between vertically give bury seal plate 25 '; Make seam jig 23 and 23 ', seam jig 24 and 24 ' and described seam jig carriage 22 and 22 ' with described inner formword two ends in Corner boarding 21 and 21 ', at the bottom of the inner formword interior Corner boarding 17 embeddings tight.
(8) the rectangular top that has the Sheet Steel Form framework 26 of hole is placed on the inner formword, with the rectangular dual-side that has the Sheet Steel Form framework 26 of hole, bottom be placed in union lever 11 ' on, adjust described Sheet Steel Form framework 26 planeness and with described seam jig 23 and 23 ', seam jig 24 and 24 ' be close to, with the inboard pad pasting of described Sheet Steel Form framework 26 or be coated with 1-2 all over remover, and around described Sheet Steel Form framework 26 with brace and described upper end stretch-draw framework 12, both ends and lower bottom part stretch-draw framework 19 support fixation are good.
(9) described two the zig- zag seam jigs 23 and 23 that have a hole ' hole on vertical insertion glass-fiber reinforcement dowel 37, described two the zig- zag seam jigs 24 and 24 that have a hole ' hole on vertical insertion glass-fiber reinforcement dowel 38; With the described rectangular hole that has the Sheet Steel Form framework 26 of hole of orthogonal glass-fiber reinforcement 27 and 27 ' pass, pass respectively again the upper end stretch-draw framework 12 that is provided with hole 13 hole, be provided with hole 13 ' both ends and the hole of lower bottom part stretch-draw framework 19, utilize reinforcing bar prick head in length and breadth stretch-draw on upper end stretch-draw framework 12 and both ends and lower bottom part stretch-draw framework 19.
(10) in described Sheet Steel Form framework 26, inject resin concrete, adopt machinery to vibrate, use the vibrating machine levelling, and with rare clay of resin and the press polish levelling of the thick type film of polyester or the processing of painting, the master plate of resin concrete electrolyzer completes to closely knit.
(11) will water the master plate smash at 20 ℃ of maintenance 6-8 hours, and (monitoring with thermometer) unloaded height adjusting block 20 when resin concrete was in gel state and heat release just, take off Corner boarding 21 and 21 in the two ends '.
(12) were 20 ℃ of maintenances 12 hours, cut off glass-fiber reinforcement, dismantle described template framework 26, loosening union lever 11 ' steady brace bolt, remove described both ends and lower bottom part stretch-draw framework 19, dismantle again seam jig carriage 22,22 ' and seam jig 23,23 ' and seam jig 24,24 ', with bolt that hook 28 is fixing with lifting beam 18, lift by crane and rotate the inner formword of related described master plate with the lifting facility, rotate to position perpendicular to the ground, described master plate and described inner formword are separated.
(13) get that end union lever 29, bed die set a roof beam in place 30 ready, linkage levelling screw 32, base plate exterior sheathing 33, base plate end plate strongback 34 and locating clip 35; A pair of bed die 30 parallel alignment of setting a roof beam in place are set, end union lever 29 is vertically connected on a pair of bed die sets a roof beam in place between 30, in a pair of bed die 30 equal intervals of setting a roof beam in place linkage levelling screw 32 is set vertically, by end union lever 29, bed die set a roof beam in place 30 and linkage levelling screw 32 form the platform for lining mould bases; Vertically connect base plate end plate strongback 34 at set a roof beam in place 30 two ends of a pair of bed die, by end union lever 29, bed die set a roof beam in place 30 and base plate end plate strongback 34 form skeleton construction; Two ends at described base plate end plate strongback 34 are provided with locator card 35, with after the described skeleton construction of linkage levelling screw 32 leveling at the described bed die smooth laying base plate exterior sheathing 33 on 30 of setting a roof beam in place, make the electrolyzer platform for lining.Hang on the described electrolyzer platform for lining fixing with giving two master plates that make with positioning fixture 36; Pad pasting or be coated with 1-2 all over remover on described base plate exterior sheathing 33, locate the glass-fiber reinforcement that colligation master plate is connected with base plate by dimensional requirement, vertically give the dowel of upright colligation base plate and end plate, smear the rare clay of resin in splicing place of master plate and base plate, water then and smash the base plate resin concrete.
The glass-fiber reinforcement that (14) colligation master plate is connected with end plate, the glass-fiber reinforcement that the colligation end plate is connected with base plate;
After (15) treat the initial set of base plate resin concrete, settle to be used for supporting inboard pad pasting or to be coated with the end plate assembled frame of 1-2 all over the end plate exterior sheathing of remover; Smear the rare clay of resin in splicing place of master plate and end plate, smear the rare clay of resin, and settle pad pasting or be coated with the end plate inner formword of 1-2, water then and smash the end plate resin concrete all over remover in splicing place of base plate and end plate.
After (16) are watered and smash the end plate resin concrete,, remove described end plate assembled frame 20 ℃ of maintenances 12 hours, cut off the glass-fiber reinforcement of base plate two ends, unload the inside and outside template of bottom plate, turn down platform for lining mould bases height, shed base plate exterior sheathing (33) and platform for lining mould bases.
After the assembly unit of (17) whole resin concrete electrolyzer is finished, in the lifting in 72 hours of 20 ℃ of temperature maintenances.
In specific embodiment:
Top end rail 3 on the described inner formword bracing frame unit 1 formation socle girder that stretches out, described rotation hinge permanent seat 6 is fixed on the end of this socle girder.
Between the described inner formword bracing frame unit 1 that faces mutually, be connected with cross one another bracing frame positioning bar 10 and 10 '.
Quantity 〉=2 of described inner formword bracing frame unit 1.
The width of described master plate inner formword is greater than the height of electrolyzer; The outside at the master plate is provided with mould pit, and described mould pit is the triangular mould hole or is the tetragon mould pit.
Because the present invention has adopted above-mentioned technical scheme, because adopted rotation assembly unit making method, the medial surface of master plate down in construction, shortened the demoulding lifting time of cell body master plate, improve the turnover rate of utilization of mould, improved operating efficiency, improved the quality and the yield rate of product, overcome former making method plate face when the demoulding is lifted by crane and scratched, easily produced fissured defective.In addition, can also realize the effect of one module multiple usages.This making method has solved the problem of more slim ribbed plate difficulty being taken off internal mold.Owing to improved seam construction, solved the difficulty of inserting upright dowel on the splicing place joint face and inserting upright seal plate, and to make joint face be the intensity that zig-zag has increased seam.Solve the phenomenon of edge joint position easy to leak, further improved the overall performance of electrolyzer.Because set up Corner boarding in the two ends, eliminated concrete shrinkage and easily produced problem of cracks.In addition, the present invention has also reduced and has watered the operation easier of smashing resin concrete, has improved the density and the intensity of resin concrete.Because used glass-fiber reinforcement, the present invention has also solved the corrosion-prone problem of cell body.
The present invention will be described below in conjunction with accompanying drawing for description of drawings, wherein:
Accompanying drawing 1 is the stereographic map of master plate inner formword bracing frame of the present invention.
Accompanying drawing 2 is stereographic maps that periphery of the present invention is equipped with the master plate inner formword bracing frame of stretch-draw framework.
Accompanying drawing 3-1 is the stereographic map of first embodiment of master plate inner formword of the present invention.
Accompanying drawing 3-2 is the stereographic map of second embodiment of master plate inner formword of the present invention.
Accompanying drawing 4 is that inner formword of the present invention is placed on the stereographic map on the inner formword bracing frame of accompanying drawing 2.
Accompanying drawing 5 is wiring layouts of the mould of prefabricated master plate of the present invention.
Accompanying drawing 6 is the sectional views at the A-A place of accompanying drawing 5 of the present invention.
Accompanying drawing 7 is the sectional views at the B-B place of accompanying drawing 5 of the present invention.
Accompanying drawing 8 is bar arrangement drawings of master plate of the present invention.
Accompanying drawing 9 is the sectional views at the C-C place of accompanying drawing 8 of the present invention.
Accompanying drawing 10 is the sectional views at the D-D place of accompanying drawing 8 of the present invention.
Accompanying drawing 11 is master plate lifting figure that have inner formword of the present invention.
Accompanying drawing 12 is the enlarged views at rotation hinge of the present invention place.
Accompanying drawing 13 is stereographic maps of the platform for lining of electrolyzer of the present invention.
Accompanying drawing 14 is construction diagrams of electrolyzer of the present invention.
Accompanying drawing 15 is structure iron of section of assembling part of the end of electrolyzer of the present invention.
Accompanying drawing 16 is a kind of lateral demonstration figure of electrolyzer of the present invention.
Accompanying drawing 17 is another kind of lateral demonstration figure of electrolyzer of the present invention.
The present invention is further described below in conjunction with drawings and Examples for embodiment:
Accompanying drawing 1 is the stereographic map of master plate inner formword bracing frame of the present invention.From accompanying drawing 1, can be clear that the structure of master plate inner formword bracing frame.Described bracing frame comprises four bracing frame unit 1, and this only is one of embodiment, and how bracing frame unit 1 can also can lack as required.Each bracing frame unit comprises rear column 2, front column 5, top end rail 3 and bottom end rail 4, is provided with rotation hinge permanent seat 6 at the front end of described top end rail 3, is provided with rotation hinge hinge 7 on described rotation hinge permanent seat 6.Need to prove: the top end rail 3 on the described inner formword bracing frame unit 1 can stretch out to form socle girder, and described rotation hinge permanent seat 6 is fixed on the end of this socle girder, is provided with rotation hinge hinge 7 on described rotation hinge permanent seat 6.Then bracing frame unit 1 usefulness preceding go up tie-beam 8, back go up tie-beam 8 ', preceding tie-beam 9 down, back tie-beam 9 ' be joined together to form inner formword bracing frame down.
Described rear column 2, front column 5 are perpendicular to the ground fixedly connected.
If demanding party's electrolyzer quantity is many, specification is single, also can be by the requirement of electrolyzer manufactured size with brick or water ramming with plain concrete and make single fixedly inner formword bracing frame, socle girder can and give with section steel manufacture and being embedded on the fixing support rack, and cuts with scissors hinge in the rotation that the cantilever beam-ends settles round steel to make.
Accompanying drawing 2 is stereographic maps that periphery of the present invention is equipped with the master plate inner formword bracing frame of stretch-draw framework.From this accompanying drawing, can see: link together with the upper end stretch-draw framework 12 that is provided with hole 13 with the inner formword bracing frame of union lever 11 with described master plate, adjust the spacing of inner formword bracing frame and upper end stretch-draw framework 12 with the eye distance of union lever 11, and fix with the bolt steady brace, on described upper end stretch-draw framework 12, be connected with perpendicular upper end stretch-draw upright of frame 14.With union lever 11 ' with the inner formword bracing frame of described master plate be provided with hole 13 ' both ends and lower bottom part stretch-draw framework 19 link together, with union lever 11 ' eye distance adjust the spacing of inner formword bracing frame and both ends and lower bottom part stretch-draw framework 19, and fix with the bolt steady brace, on described both ends and lower bottom part stretch-draw framework 19, be connected with perpendicular stretch-draw upright of frame 14 '.
Accompanying drawing 3-1 is the stereographic map of first embodiment of master plate inner formword of the present invention.From this accompanying drawing, can see: described inner formword comprise at inner formword heart unit 15, the end Corner boarding 21 and 21 in Corner boarding 17, the two ends ', lifting beam 18.In addition, the inner formword heart unit 15 that is provided with pilot hole all around is along its length mutually interconnection, when connecting the end of two inner formword heart unit 15 length directions, the rotation hinge free bearing 16 that is provided with pilot hole is sandwiched in therebetween connects to form the inner formword heart with bolting in the lump, rotation hinge free bearing 16 unified sides that are placed on the inner formword heart, the side that the inner formword heart is provided with rotation hinge free bearing 16 with bolt and inner formword at the bottom of in Corner boarding 17 link into an integrated entity, the opposite side of the inner formword heart is with bolt and the lifting beam 18 composition inner formword main part that links into an integrated entity.Because rotation hinge free bearing 16 be can't see from accompanying drawing, but is appreciated that fully at the downside of inner formword.It is very clear that described rotation hinge free bearing 16 is seen in can accompanying drawing 12 from behind!
Accompanying drawing 3-2 is the stereographic map of second embodiment of master plate inner formword of the present invention.Different with first embodiment is: in second embodiment, big inner formword heart unit 15 ' be exactly the inner formword heart that is to say, the inner formword heart is by the big inner formword heart unit 15 of a monoblock ' form; And in first embodiment, the inner formword heart is made up of a plurality of little inner formword heart unit 15.Other parts, two embodiment are the same, so repeat no more.
Accompanying drawing 4 is that inner formword of the present invention is placed on the stereographic map on the inner formword bracing frame of accompanying drawing 2.The inner formword that can see the master plate from this accompanying drawing has been placed on the inner formword bracing frame, and the inner formword bracing frame of this moment links together with the stretch-draw framework.
Accompanying drawing 5 is wiring layouts of the mould of prefabricated master plate of the present invention.From this accompanying drawing, can see: the hole 13 of upper end stretch-draw framework 12, upper end stretch-draw framework 12, seam jig 23 and 23 ', seal plate 25, Sheet Steel Form framework 26 etc.The rectangular top that has the Sheet Steel Form framework 26 of hole is placed on the inner formword, with rectangular dual-side, the bottom that has the Sheet Steel Form framework 26 of hole be placed in union lever 11 ' on, adjust described Sheet Steel Form carriage 26 planeness and with described seam jig 23 and 23 ', seam jig 24 and 24 ' be close to, with the inboard pad pasting of described Sheet Steel Form framework 26 or be coated with 1-2 all over remover, and good with brace and described upper end stretch-draw framework 12, both ends and lower bottom part stretch-draw framework 19 support fixation around described Sheet Steel Form framework 26.
Accompanying drawing 8 is bar arrangement drawings of master plate of the present invention.Accompanying drawing 9 is the sectional views at the C-C place of accompanying drawing 8 of the present invention.Accompanying drawing 10 is the sectional views at the D-D place of accompanying drawing 8 of the present invention.
As previously mentioned, accompanying drawing 5 is wiring layouts of the mould of prefabricated master plate of the present invention.For the further structure of the mould of statement master plate, the A-A that has drawn accompanying drawing 5 again to B-B to sectional view, Here it is foregoing accompanying drawing 6 and accompanying drawing 7; After the mould of master plate assembled, following operation is exactly the cloth muscle of master plate, and accompanying drawing 8 is exactly the bar arrangement drawing of master plate of the present invention, in order further to show its structure, drawn sectional view respectively at the C-C place and the D-D place of accompanying drawing 8 again, Here it is accompanying drawing 9 and accompanying drawing 10.In accompanying drawing 8, accompanying drawing 9 and accompanying drawing 10, can see following characteristics of the present invention: described two the zig- zag seam jigs 23 and 23 that have a hole ' hole on vertical insertion glass-fiber reinforcement dowel 37, described two the zig- zag seam jigs 24 and 24 that have a hole ' hole on vertical insertion glass-fiber reinforcement dowel 38; With orthogonal glass-fiber reinforcement 27 and 27 ' the pass hole of described rectangular Sheet Steel Form framework 26, pass the hole of hole, both ends and the lower bottom part stretch-draw framework 19 of upper end stretch-draw framework 12 more respectively, utilize reinforcing bar prick head in length and breadth stretch-draw on upper end stretch-draw framework 12 and both ends and lower bottom part stretch-draw framework 19.On accompanying drawing 9, can also see the inner formword heart regulon 43 of regulating inner formword length.
Accompanying drawing 11 is master plate lifting figure that have inner formword of the present invention.After the maintenance then, cut off glass-fiber reinforcement, dismantle described template framework 26, loosening union lever 11 ' steady brace bolt, remove described both ends and lower bottom part stretch-draw framework 19, dismantle again seam jig carriage 22 and 22 ' and seam jig 23 and 23 ' and seam jig 24 and 24 ', with bolt that hook 28 is fixing with lifting beam 18, lift by crane and rotate the inner formword of related described master plate with the lifting facility, (also connecting the master plate this moment on inner formword) rotates to position perpendicular to the ground, and described master plate and described inner formword are separated.Shown in the accompanying drawing 11 is the situation of lifting by crane intermediateness.
Accompanying drawing 13 is stereographic maps of the platform for lining of electrolyzer of the present invention.Accompanying drawing 14 is construction diagrams of electrolyzer of the present invention.Accompanying drawing 15 is structure iron of section of assembling part of the end of electrolyzer of the present invention.The content that can see from accompanying drawing 13 comprises: end union lever 29, bed die set a roof beam in place 30, linkage levelling screw 32, base plate exterior sheathing 33, base plate end plate strongback 34 and locating clip 35.Get that end union lever 29, bed die set a roof beam in place 30 ready, linkage levelling screw 32, base plate exterior sheathing 33, base plate end plate strongback 34 and locating clip 35; A pair of bed die 30 parallel alignment of setting a roof beam in place are set, end union lever 29 is vertically connected on a pair of bed die sets a roof beam in place between 30, in a pair of bed die 30 equal intervals of setting a roof beam in place linkage levelling screw 32 is set vertically, by end union lever 29, bed die set a roof beam in place 30 and linkage levelling screw 32 form the platform for lining mould bases; Vertically connect base plate end plate strongback 34 at set a roof beam in place 30 two ends of a pair of bed die, by end union lever 29, bed die set a roof beam in place 30 and base plate end plate strongback 34 form skeleton construction; Two ends at described base plate end plate strongback 34 are provided with locator card 35, with after the described skeleton construction of linkage levelling screw 32 leveling at the described bed die smooth laying base plate exterior sheathing 33 on 30 of setting a roof beam in place, make the electrolyzer platform for lining.14 and 15 analyze in conjunction with the accompanying drawings again, hang on the described electrolyzer platform for lining fixing with positioning fixture 36 with giving two master plates that make; Pad pasting or be coated with 1-2 all over remover on described base plate exterior sheathing 33, locate the glass-fiber reinforcement that colligation master plate is connected with base plate by dimensional requirement, vertically give the dowel of upright colligation base plate and end plate, smear the rare clay of resin in splicing place of master plate and base plate, water then and smash the base plate resin concrete.
The glass-fiber reinforcement that is connected with end plate of colligation master plate then, the glass-fiber reinforcement that the colligation end plate is connected with base plate.
After treating the initial set of base plate resin concrete, settle to be used for supporting inboard pad pasting or to be coated with the end plate assembled frame of 1-2 all over the end plate exterior sheathing of remover; Smear the rare clay of resin in splicing place of master plate and end plate, smear the rare clay of resin, and settle pad pasting or be coated with the end plate inner formword of 1-2, water then and smash the end plate resin concrete all over remover in splicing place of base plate and end plate.
Water smash the end plate resin concrete after, 20 ℃ of maintenances 12 hours, remove described end plate assembled frame, cut off the glass-fiber reinforcement of base plate two ends, unload the inside and outside template of bottom plate, turn down platform for lining mould bases height, shed base plate exterior sheathing (33) and platform for lining mould bases.
After finishing, the assembly unit of whole resin concrete electrolyzer can lift in 72 hours at 20 ℃ of temperature maintenances.
Accompanying drawing 16 is a kind of lateral demonstration figure of electrolyzer of the present invention.Main demonstration is the side structure of electrolyzer in this accompanying drawing.Therefrom can see the master plate 31 of electrolyzer.Can also see in addition and have leg-of-mutton mould pit 39 in the outside of master plate.Can see the limit rib on the master plate between leg-of-mutton mould pit 39, why so design is because both can guarantee the intensity of electrolyzer, again can economical with materials.
Accompanying drawing 17 is another kind of lateral demonstration figure of electrolyzer of the present invention.Accompanying drawing 17 only is that with accompanying drawing 16 differences mould pit 40 is tetragonal, and rest part is identical, repeats no more herein.
Experiment showed, that the present invention adopts rotation assembly unit making method, improved working efficiency, improved the quality of product, improved workmen's security, make the production sequence standardization in this field.
Claims (5)
1. a resin concrete electrolyzer rotates the assembly unit making method, and it is characterized in that: described electrolyzer making method is as follows:
(1) the inner formword bracing frame of the master plate of making resin concrete electrolyzer
1) makes inner formword bracing frame unit (1)
Described inner formword bracing frame unit (1) is a skeleton construction, this inner formword bracing frame unit (1) comprises rear column (2), front column (5), top end rail (3), bottom end rail (4), front end at described top end rail (3) is provided with rotation hinge permanent seat (6), is provided with rotation hinge hinge (7) on described rotation hinge permanent seat (6);
2) described inner formword bracing frame unit (1) is joined together to form the inner formword bracing frame with tie-beam (9 ') under tie-beam (8 '), preceding tie-beam (9) down and the back on preceding upward tie-beam (8), the back;
(2) link together with the upper end stretch-draw framework (12) that is provided with hole (13) with the inner formword bracing frame of union lever (11) described master plate, adjust the spacing of described inner formword bracing frame and upper end stretch-draw framework (12) with the eye distance of union lever (11), and fix with the bolt steady brace, on described upper end stretch-draw framework (12), be connected with perpendicular upper end stretch-draw upright of frame (14);
(3) the inner formword heart unit (15) that be provided with pilot hole all around is interconnection along its length, the rotation hinge free bearing (16) that is provided with pilot hole is sandwiched in therebetween connects to form the inner formword heart with bolting in the lump, with the inner formword heart with bolt and inner formword at the bottom of in Corner boarding (17) link into an integrated entity, a side of the inner formword heart links into an integrated entity with bolt and lifting beam (18) and forms the inner formword main part;
(4) described inner formword main part is placed on the described inner formword bracing frame, making rotation hinge free bearing (16) cut with scissors hinge (7) with the rotation on the described rotation hinge permanent seat (6) matches, the planeness of leveling inner formword main part makes it to fit steadily with the inner formword bracing frame;
(5) with union lever (11 ') with the inner formword bracing frame of described master plate be provided with hole 13 ' both ends and lower bottom part stretch-draw framework (19) link together, adjust the spacing of inner formword bracing frame and both ends and lower bottom part stretch-draw framework (19) with the eye distance of union lever (11 '), and fix with the bolt steady brace, on described both ends and lower bottom part stretch-draw framework (19), be connected with perpendicular stretch-draw upright of frame (14 ');
(6) height adjusting block (20) is placed in the outside on the column of the two ends of inner formword bracing frame, lays Corner boarding in the inner formword two ends (21) and (21 ') simultaneously and make it to compress the complete inner formword of composition with the leveling of inner formword main part; With described inner formword pad pasting or be coated with 1-2 all over remover, finishing after, above-mentioned steps forms the service platform of the master plate of making resin concrete electrolyzer;
(7) union lever 11 ' on, the seam jig carriage (22) and (22 ') that have hole are laid in corresponding master plate and two end plates, base plate splicing place; Adjust the planeness of union lever (11 ') and adjust the levelness of described seam jig carriage (22) and (22 '); Go up two zig-zag seam jig (23) and (23 ') that have hole of placement side by side at described seam jig carriage (22), go up at described seam jig carriage (22 ') and place two zig-zag seam jig (24) and (24 ') that have hole side by side; Make hole on the described seam jig carriage (22) and the hole aligning on described zig-zag seam jig (23) and (23 '), make hole on the described seam jig carriage (22 ') and the hole aligning on described zig-zag seam jig (24) and (24 '); Between described two the zig-zag seam jigs (23) that have a hole and (23 '), vertically give and bury seal plate (25), between described two the zig-zag seam jigs (24) that have a hole and (24 '), vertically give and bury seal plate (25 '); Interior Corner boarding (17) embedding is tight at the bottom of making Corner boarding (21) and (21 ') in seam jig (23) and (23 '), seam jig (24) and (24 ') and described seam jig carriage (22) and (22 ') and the described inner formword two ends, inner formword;
(8) the rectangular top that has the Sheet Steel Form framework (26) of hole is placed on the inner formword, with the rectangular dual-side that has the Sheet Steel Form framework (26) of hole, bottom is placed on the union lever (11 '), adjust described Sheet Steel Form framework (26) planeness and with described seam jig (23) and (23 '), seam jig (24) and (24 ') are close to, with the inboard pad pasting of described Sheet Steel Form framework (26) or be coated with 1-2 all over remover, and around described Sheet Steel Form framework (26) with brace and described upper end stretch-draw framework (12), both ends and lower bottom part stretch-draw framework (19) support fixation are good;
(9) vertical insertion glass-fiber reinforcement dowel 37 on the hole of described two the zig-zag seam jigs (23) that have a hole and (23 '), vertical insertion glass-fiber reinforcement dowel 38 on the hole of described two the zig-zag seam jigs (24) that have a hole and (24 '); Orthogonal glass-fiber reinforcement (27) and (27 ') are passed the described rectangular hole that has the Sheet Steel Form framework (26) of hole, pass the hole of the upper end stretch-draw framework (12) that is provided with hole (13) more respectively and be provided with the both ends of hole (13 ') and the hole of lower bottom part stretch-draw framework (19), utilize reinforcing bar prick head in length and breadth stretch-draw on upper end stretch-draw framework (12) and both ends and lower bottom part stretch-draw framework (19);
(10) in described Sheet Steel Form framework (26), inject resin concrete, adopt machinery to vibrate, use the vibrating machine levelling, and with rare clay of resin and the press polish levelling of the thick type film of polyester or the processing of painting, the master plate of resin concrete electrolyzer completes to closely knit;
(11) will water the master plate smash at 20 ℃ of maintenance 6-8 hours, and resin concrete unloads height adjusting block (20) when being in gel state and heat release just, takes off Corner boarding in the two ends (21) and (21 ');
(12) were 20 ℃ of maintenances 12 hours, cut off glass-fiber reinforcement, dismantle described template framework (26), loosening union lever (11 ') steady brace bolt, remove described both ends and lower bottom part stretch-draw framework (19), dismantle seam jig carriage (22), (22 ') and seam jig (23), (23 ') and seam jig (24), (24 ') again, with bolt that hook (28) and lifting beam (18) is fixing, lift by crane and rotate the inner formword of related described master plate with the lifting facility, rotate to position perpendicular to the ground, described master plate and its inner formword are separated;
(13) get that end union lever (29), bed die are set a roof beam in place (30) ready, linkage levelling screw (32), base plate exterior sheathing (33), base plate end plate strongback (34) and locating clip (35); A pair of bed die (30) parallel alignment of setting a roof beam in place is set, end union lever (29) is vertically connected on a pair of bed die sets a roof beam in place between (30), in a pair of bed die (30) equal intervals of setting a roof beam in place linkage levelling screw (32) is set vertically, sets a roof beam in place (30) and linkage levelling screw (32) is formed the platform for lining mould bases by end union lever (29), bed die; Vertically connect base plate end plate strongback (34) at the set a roof beam in place two ends of (30) of a pair of bed die, set a roof beam in place (30) and base plate end plate strongback (34) is formed skeleton construction by end union lever (29), bed die; At the two ends of described base plate end plate strongback (34) locator card (35) is set, with after the described skeleton construction of linkage levelling screw (32) leveling described bed die set a roof beam in place (30) go up smooth laying base plate exterior sheathing (33), make the electrolyzer platform for lining;
Hang on the described electrolyzer platform for lining giving two master plates that make, fixing with positioning fixture (36); Go up pad pasting or be coated with 1-2 at described base plate exterior sheathing (33) all over remover, locate the glass-fiber reinforcement that colligation master plate is connected with base plate by dimensional requirement, vertically give the dowel of upright colligation base plate and end plate, smear the rare clay of resin in splicing place of master plate and base plate, water then and smash the base plate resin concrete;
The glass-fiber reinforcement that (14) colligation master plate is connected with end plate, the glass-fiber reinforcement that the colligation end plate is connected with base plate;
After (15) treat the initial set of base plate resin concrete, settle to be used for supporting inboard pad pasting or to be coated with the end plate assembled frame of 1-2 all over the end plate exterior sheathing of remover; Smear the rare clay of resin in splicing place of master plate and end plate, smear the rare clay of resin, and settle pad pasting or be coated with the end plate inner formword of 1-2, water then and smash the end plate resin concrete all over remover in splicing place of base plate and end plate;
After (16) are watered and smash the end plate resin concrete,, remove described end plate assembled frame 20 ℃ of maintenances 12 hours, cut off the glass-fiber reinforcement of base plate two ends, unload the inside and outside template of bottom plate, turn down platform for lining mould bases height, shed base plate exterior sheathing (33) and platform for lining mould bases;
After the assembly unit of (17) whole resin concrete electrolyzer is finished, in the lifting in 72 hours of 20 ℃ of temperature maintenances.
2. resin concrete electrolyzer rotation assembly unit making method according to claim 1, it is characterized in that: the formation socle girder that stretches out of the top end rail (3) on the described inner formword bracing frame unit (1), described rotation hinge permanent seat (6) is fixed on the end of this socle girder.
3. resin concrete electrolyzer rotation assembly unit making method according to claim 1 is characterized in that: be connected with cross one another bracing frame positioning bar (10) and (10 ') between the described inner formword bracing frame unit (1) that faces mutually.
4. resin concrete electrolyzer rotation assembly unit making method according to claim 1 is characterized in that: quantity 〉=2 of described inner formword bracing frame unit (1).
5. resin concrete electrolyzer rotation assembly unit making method according to claim 1, it is characterized in that: the width of described master plate inner formword is greater than the height of electrolyzer; The outside at the master plate is provided with mould pit, and described mould pit is the triangular mould hole or is the tetragon mould pit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310113490 CN1238566C (en) | 2003-11-13 | 2003-11-13 | Method for making resin concrete electrolytic tank by rotating assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200310113490 CN1238566C (en) | 2003-11-13 | 2003-11-13 | Method for making resin concrete electrolytic tank by rotating assembly |
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| Publication Number | Publication Date |
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| CN1544703A CN1544703A (en) | 2004-11-10 |
| CN1238566C true CN1238566C (en) | 2006-01-25 |
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| CN 200310113490 Expired - Fee Related CN1238566C (en) | 2003-11-13 | 2003-11-13 | Method for making resin concrete electrolytic tank by rotating assembly |
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| CN103470074A (en) * | 2012-06-06 | 2013-12-25 | 贵阳铝镁设计研究院有限公司 | Method for eliminating influence of low elevation of crown block on discharging |
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