CN104786367A - Pipe joint prefabricating workshop - Google Patents
Pipe joint prefabricating workshop Download PDFInfo
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- CN104786367A CN104786367A CN201510085133.8A CN201510085133A CN104786367A CN 104786367 A CN104786367 A CN 104786367A CN 201510085133 A CN201510085133 A CN 201510085133A CN 104786367 A CN104786367 A CN 104786367A
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- laydown area
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- 239000011265 semifinished product Substances 0.000 claims description 87
- 239000002994 raw material Substances 0.000 claims description 71
- 238000012545 processing Methods 0.000 claims description 53
- 230000008878 coupling Effects 0.000 claims description 49
- 238000010168 coupling process Methods 0.000 claims description 49
- 238000005859 coupling reaction Methods 0.000 claims description 49
- 229910000831 Steel Inorganic materials 0.000 claims description 43
- 239000010959 steel Substances 0.000 claims description 43
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 238000004519 manufacturing process Methods 0.000 abstract description 20
- 238000010276 construction Methods 0.000 abstract description 17
- 238000003754 machining Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 3
- 230000005641 tunneling Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012512 characterization method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B15/00—General arrangement or layout of plant ; Industrial outlines or plant installations
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/56—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
- B28B21/60—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts prestressed reinforcements
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the technical field of factory arrangement, in particular to a pipe joint prefabricating workshop which comprises a workshop body. A machining area, a tying area, a concrete pouring area and a concrete curing area are arranged in the workshop body. The tying area, the concrete pouring area and the concrete curing area are sequentially arranged in the longitudinal direction. The machining area is correspondingly arranged at one side of the tying area. The operation of an assembly line is achieved, the structure and the construction areas are arranged reasonably, construction is carried out in all the areas at the same time, unnecessary carrying is reduced, the production efficiency is improved, and the project progress is guaranteed.
Description
Technical field
The present invention relates to Facility Layout technical field, particularly relate to a kind of tube coupling shop-fabricated workshop.
Background technology
The prefabricated general employing parallel construction method (as dry-docking construction method) of current traditional tube coupling, the construction of reinforcing bar, built-in fitting, template and concrete is all constructed at the same area, continuous productive process can not be formed, want the target reaching the cross construction duration, number cover concrete placings region need be built, and Conventional parallel construction method is subject to fitting-out, waterproof test and the impact of transportation by driving installation period, construction period is longer.
Port Zhuhai and Macao bridge is as the Sea-Crossing Passage engineering with unprecedented influence power, and its project scale is large, and the long 5664m of immersed tube tunnel, is made up of 33 tube couplings, the long 180m of standard tube coupling, weighs 7,800 ten thousand t, and each tube coupling is divided into 8 sections, each sections 22.5m, wide 37.95m, high 11.4m; Duration is tight, difficulty is high, with high content of technology, for meeting the requirement of immersed tube 120 years design service lifes, realize splitting technology to the control of mass concrete, domesticly adopt immersed tube tube coupling tunneling boring one-time-concreting technique first, the prefabricated structure construction region of tube coupling arranges whether rationally will produce extremely important impact to construction quality, safety, construction speed and cost.
Therefore, for above deficiency, need to provide one to realize continuous productive process and structure and the prefabricated workshop of the favorably situated tube coupling of construction area.
Summary of the invention
(1) technical problem that will solve
The technical problem to be solved in the present invention is to provide one can realize continuous productive process and structure and the prefabricated workshop of the favorably situated tube coupling of construction area, arranges unreasonable, affect the problem of efficiency and duration progress to solve existing tube coupling prefabricated construction region.
(2) technical scheme
In order to solve the problems of the technologies described above, the invention provides the prefabricated workshop of a kind of tube coupling, comprise workshop body, it is characterized in that: in the body of described workshop, be furnished with processing district, colligation district, concreting district and concrete curing district, described colligation district, concreting district and concrete curing district longitudinally arrange successively, and described processing district correspondence is arranged in the side in described colligation district.
Preferably, described processing district is transversely divided into raw material laydown area, steel bar meter district and semi-finished product laydown area successively, and described semi-finished product laydown area is adjacent with colligation district.
Preferably, described colligation district is connected by pushing tow track with concreting district, described pushing tow track is provided with the pushing tow system matched with described pushing tow track.
Preferably, described raw material laydown area is longitudinally divided into base plate raw material laydown area, body of wall raw material laydown area and top board raw material laydown area successively; Described steel bar meter district is longitudinally divided into baseplate reinforcing bar processing district, wall steel bar processing district and roof steel bar processing district successively; Described semi-finished product laydown area is longitudinally divided into base plate semi-finished product laydown area, body of wall semi-finished product laydown area and top board semi-finished product laydown area successively; Described colligation district is longitudinally divided into base plate colligation district, body of wall colligation district and top board colligation district successively; And described base plate colligation district, body of wall colligation district and top board colligation district arrange with base plate semi-finished product laydown area, body of wall semi-finished product laydown area and top board semi-finished product laydown area one_to_one corresponding respectively, described top board colligation district is adjacent with described concreting district.
Preferably, described base plate raw material laydown area, body of wall raw material laydown area and top board raw material laydown area are respectively equipped with a straddle truck.
Preferably, described base plate colligation district, body of wall colligation district and top board colligation district are respectively equipped with a bridge crane for transporting semi-finished.
Preferably, in the side of the side of described base plate raw material laydown area, body of wall raw material laydown area and top board raw material laydown area and described base plate semi-finished product laydown area, body of wall semi-finished product laydown area and top board semi-finished product laydown area, longitudinally be respectively arranged with straddle carrier track, described straddle carrier track is provided with the straddle carrier that described straddle carrier track matches.
(3) beneficial effect
Technique scheme tool of the present invention has the following advantages: the prefabricated workshop of tube coupling of the present invention comprises workshop body, processing district, colligation district, concreting district and concrete curing district is furnished with in the body of described workshop, described colligation district, concreting district and concrete curing district longitudinally arrange successively, described processing district correspondence is arranged in the side in described colligation district, realize pipelining, and structure and construction area connection and reasonable arrangement, construct in each region simultaneously, reduce unnecessary carrying, improve production efficiency, ensure duration progress.
Accompanying drawing explanation
Fig. 1 is the schematic diagram in the prefabricated workshop of tube coupling of the present invention.
In figure: 1: the body of workshop; 2: processing district; 21: raw material laydown area; 211: base plate raw material laydown area; 212: body of wall raw material laydown area; 213: top board raw material laydown area; 22: steel bar meter district; 221: baseplate reinforcing bar processing district; 222: wall steel bar processing district; 223: roof steel bar processing district; 23: semi-finished product laydown area; 231: base plate semi-finished product laydown area; 232: body of wall semi-finished product laydown area; 233: top board semi-finished product laydown area; 3: colligation district; 31: base plate colligation district; 32: body of wall colligation district; 33: top board colligation district; 4: concreting district; 5: concrete curing district; 6: pushing tow track; 7: pushing tow system; 8: straddle truck; 9: bridge crane; 10: straddle carrier track; 11: straddle carrier.
Detailed description of the invention
For making the object of the embodiment of the present invention, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the embodiment of the present invention, technical scheme in the embodiment of the present invention is clearly and completely described, obviously, described embodiment is a part of embodiment of the present invention, instead of whole embodiments.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art obtain under the prerequisite not making creative work, all belongs to the scope of protection of the invention.
In describing the invention, it should be noted that, term " " center ", " longitudinal direction ", " transverse direction ", " on ", D score, " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, only the present invention for convenience of description and simplified characterization, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore limitation of the present invention can not be interpreted as.
As shown in Figure 1, the prefabricated workshop of the tube coupling that the embodiment of the present invention provides, comprise workshop body 1, processing district 2, colligation district 3, concreting district 4 and concrete curing district 5 is furnished with in workshop body 1, wherein, colligation district 3, concreting 4 district and concrete curing district 5 longitudinally arrange successively, and processing district 2 is arranged in the side in colligation district 3, and adjacent layout horizontal with colligation district 3, namely processing district 2 is arranged in L-type with colligation district 3, concreting district 4 and concrete curing district 5 entirety.When producing tube coupling, raw material are processed in processing district 2, then the semi-finished product after processing are transported to colligation district 3, concreting district 4 is transported to after the colligation platform in colligation district 3 carries out colligation, after concreting district 4 carries out model sheetinstallat, carry out tunneling boring to build, build rear form removal, by pushing tow jack, the tube coupling of having built is transported to concrete curing district 5, and stay one end in concreting district 4, tube coupling steel reinforcement cage one end that next transport comes is connected with one end that last tube coupling of building stays concreting district 4 and carries out coupling and build, build rear continuation to move to concrete curing district 5, and still stay one end to mate with next tube coupling steel reinforcement cage in concreting district 4 to build, the rest may be inferred, until eight sections of tube couplings are all transported to concrete curing district 5 after all completing, under the condition such as uniform temperature and humidity, maintenance is carried out in concrete curing district 5, to obtain good pouring quality, by being worked into colligation from raw material again to concreting and build rear maintenance, realize pipelining, and structure and construction area connection and reasonable arrangement, construct in each region simultaneously, reduce unnecessary carrying, improve production efficiency, ensure duration progress.
More reasonable in order to allow the prefabricated workshop of tube coupling arrange, thinning production line is divided the work, enhance productivity, preferably, as shown in Figure 1, processing district 2 is transversely divided into raw material laydown area 21 successively, steel bar meter district 22 and semi-finished product laydown area 23, and semi-finished product laydown area 23 is adjacent with colligation district 3, add man-hour, required raw material (being mainly reinforcing bar) are transported to steel bar meter district 22, semi-finished product laydown area 23 is transported to again after processing, be deposited into a certain amount of after, be transported to colligation district 3 again and carry out colligation, workshop is made to arrange so more reasonable, working region is cleaner and tidier, safety, transversely advance successively from raw material laydown area 21 to colligation district 3, enhance productivity.
Tube coupling quality and the volume of production are all larger, more laborsaving during in order to make transport, safety, preferably, as shown in Figure 1, pushing tow track 6 is set between colligation district 3 and concreting district 4, connection is run through by this pushing tow track 6 in colligation district 3 and concreting district 4, pushing tow track 6 is provided with the pushing tow system 7 can slided at pushing tow track 6, preferably, this pushing tow system 7 comprises crossbeam and multiple pushing tow jack, pushing tow jack is connected with crossbeam, colligation platform in crossbeam and colligation district 3 is all placed on pushing tow track 6, colligation platform in pushing tow jack promotion crossbeam drive colligation district 3 is along rail moving, colligation platform carries out base plate respectively, the colligation of body of wall and top board, and then by three part colligations to together, by pushing tow system 7 pushing tow to concreting district 4, after colligation platform is cemented out by the equipment such as jack or bridge crane by concreting district 4, remove in the lump together with the pushing tow system 7 being now positioned at concreting district 4, then model sheetinstallat is carried out, bed die can enter in concreting district 4 install, after model sheetinstallat completes, carry out concreting, thus greatly improve transport efficiency, and it is laborsaving, safety.
In order to further make workshop functional area reasonable Arrangement, further refinement divided the work by streamline, and consider tube coupling production and processing feature, raw material laydown area 21 is longitudinally divided into successively base plate raw material laydown area 211, body of wall raw material laydown area 212 and top board raw material laydown area 213, steel bar meter district 22 is longitudinally divided into baseplate reinforcing bar processing district 221, wall steel bar processing district 222 and roof steel bar processing district 223 successively, semi-finished product laydown area 23 is longitudinally divided into successively base plate semi-finished product laydown area 231, body of wall semi-finished product laydown area 232 and top board semi-finished product laydown area 233, colligation district 3 is longitudinally divided into successively base plate colligation district 31, body of wall colligation district 32 and top board colligation district 33, and base plate colligation district 31, body of wall colligation district 32 and top board colligation district 33 respectively with base plate semi-finished product laydown area 231, body of wall semi-finished product laydown area 232 and top board semi-finished product laydown area 233 one_to_one corresponding are arranged, top board colligation district 33 is adjacent with concreting district 4, and base plate colligation district 31, body of wall colligation district 32 is connected with concreting district 4 by pushing tow track 6 with top board colligation district 33, tube coupling is divided into base plate, body of wall and top board three separate machined, last recombinant is built to carrying out tunneling boring together, thus improve production and processing efficiency, the soleplate production line that processing is in earlier stage subdivided into by tube coupling parts production line, production line for walls and top board production line, soleplate production line is: base plate raw material laydown area 211, baseplate reinforcing bar processing district 221, base plate semi-finished product laydown area 231 and base plate colligation district 31, production line for walls is: body of wall raw material laydown area 212, wall steel bar processing district 222, body of wall semi-finished product laydown area 232 and body of wall colligation district 32, top board production line is: top board raw material laydown area 213, roof steel bar processing district 223, top board semi-finished product laydown area 233 and top board colligation district 33, during production and processing, by the baseplate reinforcing bar of different model specification, wall steel bar and roof steel bar are transported to base plate raw material laydown area 211 respectively, body of wall raw material laydown area 212 and top board raw material laydown area 213, then baseplate reinforcing bar processing district 221, wall steel bar processing district 222 and roof steel bar processing district 223 synchronous processing, base plate semi-finished product after machining, body of wall semi-finished product and top board semi-finished product are deposited into base plate semi-finished product laydown area 231 respectively, body of wall semi-finished product laydown area 232 and top board semi-finished product laydown area 233, then base plate semi-finished product are transported to base plate colligation district 31 and carry out colligation, baseplate reinforcing bar cage good for colligation is transported to body of wall colligation district 32, become wall steel bar cage by transporting the body of wall semi-finished product colligation come from body of wall semi-finished product laydown area 232 simultaneously, and by wall steel bar cage and the colligation of baseplate reinforcing bar cage to together with, be transported to top board colligation district 33, and then become roof steel bar cage by transporting the top board semi-finished product colligation come from top board semi-finished product laydown area 233, again with transport from body of wall colligation district the base plate and the colligation of wall steel bar cage that come to together with, the tube coupling steel reinforcement cage that last colligation completes is transported to concreting district 4 from top board colligation district 33, build.
In order to convenient transportation, save labour, and raise the efficiency further, preferably, as shown in Figure 1, at base plate raw material laydown area 211, body of wall raw material laydown area 212 and top board raw material laydown area 213 arrange one respectively for transporting raw-material straddle truck 8, the stroke of straddle truck 8 from raw material laydown area 21 through steel bar meter district 22 to semi-finished product laydown area 23, be convenient to base plate raw material, body of wall raw material and top board raw material are transported to corresponding baseplate reinforcing bar processing district 221 respectively, wall steel bar processing district 222 and roof steel bar processing district 223 process, again by base plate semi-finished product that straddle truck 8 will process after machining, body of wall semi-finished product and top board semi-finished product are transported to base plate semi-finished product laydown area 231 respectively, body of wall semi-finished product laydown area 232 and top board semi-finished product laydown area 233.
In order to further improve transport efficiency, and according to the feature in colligation district 3, preferably, as shown in Figure 1, in base plate colligation district, body of wall colligation district and top board colligation district be respectively equipped with a bridge crane 9 for transporting semi-finished, bridge crane 9 by be deposited in the base plate semi-finished product of base plate semi-finished product laydown area 231, body of wall semi-finished product laydown area 232 and top board semi-finished product laydown area 233, body of wall semi-finished product and and top board semi-finished product be transported to corresponding base plate colligation district 31, body of wall colligation district 32 and top board colligation district 33.
Raw material can probably can be divided into base plate raw material according to the reinforcing bar model specification of the processing technology of tube coupling and different parts during production and processing tube coupling, body of wall raw material and top board raw material, and according to raw material by corresponding baseplate reinforcing bar processing district 221 respectively, steel bar meter district 22, wall steel bar processing district 222 and roof steel bar processing district 223, in order to workshop arranges that reason is reasonable, can more machine be used to be placed on corresponding processing district respective model specification, facilitate unified management and improve service efficiency, but different tube coupling parts sometimes still can use other specifications and models a small amount of raw material or the raw material of same model specification in different operation time adding man-hour, all likely can use the equipment being placed on other processing district, so conveniently raw material are transported to different processing districts, preferably, as shown in Figure 1, along base plate raw material laydown area 211, body of wall raw material laydown area 212 and top board raw material laydown area 213 direction arrange straddle carrier track 10, straddle carrier track 10 is provided with match with straddle carrier track 10 for transporting raw-material straddle carrier 11.
In order to each parts semi-finished product machined in other processing district are transported to corresponding semi-finished product laydown area, preferably, as shown in Figure 1, straddle carrier track 10 is set equally along base plate semi-finished product laydown area 231, body of wall semi-finished product laydown area 232 and top board semi-finished product laydown area 233 direction, and the straddle carrier 11 matched with straddle carrier track 10 is set on straddle carrier track 10.
When producing tube coupling, by base plate raw material, body of wall raw material and top board raw material are transported to corresponding base plate raw material laydown area 211 respectively, body of wall raw material laydown area 212 and top board raw material laydown area 213, then by being arranged on base plate raw material laydown area 211, the straddle truck 8 of body of wall raw material laydown area 212 and top board raw material laydown area 213, corresponding raw material are transported to corresponding steel bar meter district to process, again by base plate semi-finished product that straddle truck 8 will process after machining, body of wall semi-finished product and top board semi-finished product are transported to corresponding base plate semi-finished product laydown area 231, body of wall semi-finished product laydown area 232 and top board semi-finished product laydown area 233, then corresponding bridge crane 9 is passed through respectively by base plate semi-finished product, body of wall semi-finished product and top board semi-finished product are transported to corresponding base plate colligation district 31, the top board colligation district 33 in body of wall colligation district 32, transport from base plate semi-finished product laydown area 231 the base plate semi-finished product come and first carry out colligation at colligation platform, after colligation completes, pushing tow jack promotes crossbeam, the baseplate reinforcing bar cage pushing tow that colligation platform and colligation complete is to body of wall colligation district 32, now pushing tow system 7 is also moved to body of wall colligation district 32, now refill a set of pushing tow system 7 and colligation platform in base plate colligation district 31, and then transport base plate semi-finished product and body of wall semi-finished product respectively to base plate colligation district 31 and body of wall colligation district 32 from base plate semi-finished product laydown area 231 and body of wall semi-finished product laydown area 232, then carry out colligation operation in base plate colligation district 31 and body of wall colligation district 32 simultaneously, body of wall colligation district 32 by body of wall semi-finished product and the colligation of baseplate reinforcing bar cage to together with, base plate wall steel bar cage good for colligation is shifted onto top board colligation district 33 with colligation deck roof by the pushing tow system 7 being now positioned at body of wall colligation district 32, by the pushing tow system 7 being now positioned at base plate colligation district 31 by baseplate reinforcing bar cage good for colligation and colligation platform again pushing tow to body of wall colligation district 32, then a set of pushing tow system 7 and colligation platform is refilled in base plate colligation district 31, then base plate colligation district 31, body of wall colligation district 32 and top board colligation district 33 carry out colligation operation simultaneously, top board colligation district 33 by the colligation of roof steel bar cage on the base plate wall steel bar cage of coming from body of wall colligation district 32 pushing tow, complete the colligation of whole tube coupling steel reinforcement cage, then by tube coupling steel reinforcement cage pushing tow to concreting district 4, the pushing tow system 7 in base plate colligation district 31 and body of wall colligation district 32 also pushed forward successively, after colligation platform is cemented out by the equipment such as jack or bridge crane by concreting district 4, remove in the lump together with the pushing tow system 7 being now positioned at concreting district 4, then model sheetinstallat is carried out, bed die can enter in concreting district 4 install, after model sheetinstallat completes, carry out concreting, concrete curing district 5 is transported to after having built, and stay one end in concreting district 4, tube coupling steel reinforcement cage one end that next transport comes is connected with one end that last tube coupling of building stays concreting district 4 and carries out coupling and build, build rear continuation to move to concrete curing district 5, and still stay one end to mate with next tube coupling steel reinforcement cage in concreting district 4 to build, the rest may be inferred, until eight sections of tube couplings are all transported to concrete curing district 5 after all completing, carry out maintenance under given conditions, improve tube coupling quality and service life.
It should be noted that, the present embodiment carries out elaboration explanation for a production line, just simple, clear in order to describe, be not limitation of the invention, the such as prefabricated workshop of tube coupling of the present invention can be set up one and tie longitudinally symmetrical production line with disclosed production of the present embodiment.
In sum, the prefabricated workshop of tube coupling of the present invention comprises workshop body, in the body of described workshop, be furnished with processing district, colligation district, concreting district and concrete curing district, described colligation district, concreting district and concrete curing district longitudinally arrange successively, and described processing district correspondence is arranged in the side in described colligation district, realize pipelining, and structure and construction area connection and reasonable arrangement, constructing in each region simultaneously, reduces unnecessary carrying, improve production efficiency, ensure duration progress.
Last it is noted that above embodiment is only in order to illustrate technical scheme of the present invention, be not intended to limit; Although with reference to previous embodiment to invention has been detailed description, those of ordinary skill in the art is to be understood that: it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature; And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of various embodiments of the present invention technical scheme.
Claims (7)
1. the prefabricated workshop of tube coupling, comprise workshop body (1), it is characterized in that: in described workshop body (1), be furnished with processing district (2), colligation district (3), concreting district (4) and concrete curing district (5), described colligation district (3), concreting district (4) and concrete curing district (5) are longitudinally arranged successively, and described processing district (2) correspondence is arranged in the side of described colligation district (3).
2. the prefabricated workshop of tube coupling according to claim 1, it is characterized in that: described processing district (2) are transversely divided into raw material laydown area (21), steel bar meter district (22) and semi-finished product laydown area (23) successively, described semi-finished product laydown area (23) is adjacent with colligation district (3).
3. the prefabricated workshop of tube coupling according to claim 1, it is characterized in that: described colligation district (3) is connected by pushing tow track (6) with concreting district (4), described pushing tow track (6) is provided with the pushing tow system (7) matched with described pushing tow track (6).
4. the prefabricated workshop of tube coupling according to claim 2, is characterized in that: described raw material laydown area (21) is longitudinally divided into base plate raw material laydown area (211), body of wall raw material laydown area (212) and top board raw material laydown area (213) successively;
Described steel bar meter district (22) is longitudinally divided into baseplate reinforcing bar processing district (221), wall steel bar processing district (222) and roof steel bar processing district (223) successively;
Described semi-finished product laydown area (23) is longitudinally divided into base plate semi-finished product laydown area (231), body of wall semi-finished product laydown area (232) and top board semi-finished product laydown area (233) successively;
Described colligation district (3) is longitudinally divided into base plate colligation district (31), body of wall colligation district (32) and top board colligation district (33) successively;
And described base plate colligation district (31), body of wall colligation district (32) and top board colligation district (33) arrange with base plate semi-finished product laydown area (231), body of wall semi-finished product laydown area (232) and top board semi-finished product laydown area (233) one_to_one corresponding respectively, described top board colligation district (33) is adjacent with described concreting district (4).
5. the prefabricated workshop of tube coupling according to claim 4, is characterized in that: described base plate raw material laydown area (211), body of wall raw material laydown area (212) and top board raw material laydown area (213) are respectively equipped with a straddle truck (8).
6. the prefabricated workshop of tube coupling according to claim 4, is characterized in that: described base plate colligation district (31), body of wall colligation district (32) and top board colligation district (33) are respectively equipped with a bridge crane for transporting semi-finished (9).
7. the prefabricated workshop of the tube coupling according to any one of claim 4-6, it is characterized in that: in the side of the side of described base plate raw material laydown area (211), body of wall raw material laydown area (212) and top board raw material laydown area (213) and described base plate semi-finished product laydown area (231), body of wall semi-finished product laydown area (232) and top board semi-finished product laydown area (233), longitudinally be respectively arranged with straddle carrier track (10), described straddle carrier track (10) is provided with the straddle carrier (11) that described straddle carrier track matches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510085133.8A CN104786367A (en) | 2015-02-16 | 2015-02-16 | Pipe joint prefabricating workshop |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510085133.8A CN104786367A (en) | 2015-02-16 | 2015-02-16 | Pipe joint prefabricating workshop |
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| CN104786367A true CN104786367A (en) | 2015-07-22 |
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| CN201510085133.8A Pending CN104786367A (en) | 2015-02-16 | 2015-02-16 | Pipe joint prefabricating workshop |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105666686A (en) * | 2016-02-02 | 2016-06-15 | 中建科技有限公司 | Rebar producing and supplying system for producing precast concrete components |
| CN106845038A (en) * | 2017-03-21 | 2017-06-13 | 中国电建集团成都勘测设计研究院有限公司 | A kind of method that scale is taken up an area in quick determination TBM precast concretes section of jurisdiction factory |
| CN109812082A (en) * | 2018-12-28 | 2019-05-28 | 广州瀚阳工程咨询有限公司 | A kind of bridge subsection precast plant and its precast segment technique |
| CN111216228A (en) * | 2019-11-25 | 2020-06-02 | 通号建设集团有限公司 | General plane arrangement method for pipe gallery prefabricated field |
| CN114961784A (en) * | 2022-05-27 | 2022-08-30 | 苏州三佳交通工程有限公司 | Section of jurisdiction is device in advance |
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| CN105666686A (en) * | 2016-02-02 | 2016-06-15 | 中建科技有限公司 | Rebar producing and supplying system for producing precast concrete components |
| CN105666686B (en) * | 2016-02-02 | 2018-03-27 | 中建科技有限公司 | A kind of reinforcing bar production and supply system for being used to produce precast concrete |
| CN106845038A (en) * | 2017-03-21 | 2017-06-13 | 中国电建集团成都勘测设计研究院有限公司 | A kind of method that scale is taken up an area in quick determination TBM precast concretes section of jurisdiction factory |
| CN109812082A (en) * | 2018-12-28 | 2019-05-28 | 广州瀚阳工程咨询有限公司 | A kind of bridge subsection precast plant and its precast segment technique |
| CN111216228A (en) * | 2019-11-25 | 2020-06-02 | 通号建设集团有限公司 | General plane arrangement method for pipe gallery prefabricated field |
| CN114961784A (en) * | 2022-05-27 | 2022-08-30 | 苏州三佳交通工程有限公司 | Section of jurisdiction is device in advance |
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Application publication date: 20150722 |