CN205574216U - Many portable wind and rain canopies of point type - Google Patents
Many portable wind and rain canopies of point type Download PDFInfo
- Publication number
- CN205574216U CN205574216U CN201620407898.9U CN201620407898U CN205574216U CN 205574216 U CN205574216 U CN 205574216U CN 201620407898 U CN201620407898 U CN 201620407898U CN 205574216 U CN205574216 U CN 205574216U
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- fulcrum
- frame unit
- longitudinal
- side plate
- supporting point
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- 230000007246 mechanism Effects 0.000 claims abstract description 69
- 238000009432 framing Methods 0.000 claims abstract description 36
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 9
- 238000010586 diagram Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000011218 segmentation Effects 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 241000283690 Bos taurus Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to a many portable wind and rain canopies of point type, including transverse frame unit, longitudinal framing unit, fulcrum mechanism and shed roof, the transverse frame unit interlocks each other with the longitudinal framing unit and forms purlin rack structure, the transverse frame unit is the trapezoidal roof truss form, the longitudinal framing unit is parallel chords roof truss form, the fulcrum establishment of institution intersects the lower plane of department in transverse frame unit, longitudinal framing unit, the shed roof sets up in purlin rack structure top. The utility model discloses simple structure, the preparation is convenient, uses longmen loop wheel machine to carry out rapid transferring, adopts the structural style of many fulcrums, and the suitability is strong, can effectively lighten operation personnel's construction intensity, improves the site operation environment, reduces the influence of weather reason to the construction progress.
Description
Technical field
This utility model relates to the shelter frock used in shipbuilding process, particularly relates to a kind of many fulcrum types and may move shelter, belongs to shipbuilding frock field.
Background technology
At present, most domestic ship is looked forward to when shipbuilding, total group, carry and carry out on the general place the most in the open of staged construction.Extremely easily affected by weather when carrying out the assembling of weld seam, welding procedure on place in the open, particularly south China area, annual April to JIUYUE is the major flood season of this area, this section of time rainy weather is frequent, the weather of the extremely hot high temperature of simultaneous, extremely complicated climatic environment proposes harsher requirement to the physical qualification of workmen, and annual summer is all the difficult period of this area ship enterprise.Under Modern Shipbuilding Mode, owing to the size of body section, complete cross section is increasing, gantry crane typically can be arranged in total group place and dock, obviously in total group place or dock, arrange fixing workshop shelter not mate with existing loop wheel machine equipment, embodiment is the most unrealistic, and the packaged type shelter device of specialty installs complexity due to it, cost of manufacture is high, and original place is configured with larger interference.
Utility model content
The purpose of this utility model is for the deficiencies in the prior art, it is provided that a kind of many fulcrum types move shelter frock.
The purpose of this utility model is achieved by the following technical programs:
A kind of many fulcrum types may move shelter, including transverse frame unit, longitudinal framing unit, supporting point mechanism and ceiling, described transverse frame unit and longitudinal framing unit interlaced formation truss structure, the described trapezoidal roof structure of transverse frame unit, described longitudinal framing unit is parallel chords roof structure, described supporting point mechanism is arranged at transverse frame unit, the lower plane of longitudinal framing unit intersection, and described ceiling is arranged at truss structure top.
Further, transverse frame unit comprises transversely chord member, vertical rod, horizontal lower boom and horizontal diagonal brace, is transversely provided with several vertical rods between chord member and horizontal lower boom, and the two ends of the two ends of horizontal diagonal brace vertical rod adjacent with two respectively connect.
Further, described longitudinal framing unit comprises longitudinal top boom, vertical rod, longitudinal lower boom and longitudinal diagonal brace, is provided with several vertical rods between longitudinal top boom and longitudinal lower boom, and the two ends of the two ends vertical rod adjacent with two respectively of longitudinal diagonal brace connect.
Further, described supporting point mechanism comprises fulcrum base plate, fulcrum side plate and fulcrum bracket, described fulcrum side plate and fulcrum bracket are fixed on fulcrum base plate across, described horizontal lower boom is fixed on fulcrum base plate and fulcrum side plate, described longitudinal lower boom is fixed on fulcrum base plate and fulcrum bracket, described horizontal diagonal brace is fixed on fulcrum side plate, and described longitudinal diagonal brace is fixed on fulcrum bracket, and described vertical rod is fixed on fulcrum side plate and fulcrum bracket.
Further, described supporting point mechanism comprises middle part supporting point mechanism, side supporting point mechanism and corner supporting point mechanism, described middle part supporting point mechanism central bearing point side plate and fulcrum bracket decussation, described side supporting point mechanism central bearing point side plate and fulcrum bracket T word intersect, and described corner supporting point mechanism central bearing point side plate and fulcrum bracket L-type are intersected.
Further, at transverse frame unit and longitudinal framing unit cross, lower plane arranges middle part supporting point mechanism, transverse frame unit and longitudinal framing unit T word intersection lower plane arrange side supporting point mechanism, and transverse frame unit end and intersection, longitudinal framing unit end lower plane arrange corner supporting point mechanism.
Further, described many fulcrum types may move shelter and also comprise rainwater diversion pipe, and described rainwater diversion pipe is arranged on the left and right side of truss structure.
Further, the both ends of transverse frame unit are provided with bracket, longitudinally disposed rainwater diversion pipe in bracket.
Further, described rainwater diversion pipe is pvc pipe.
Further, described many fulcrum types may move shelter and also comprise supporting mechanism, and each transverse sides of described truss structure arranges several supporting mechanism.
Further, described supporting mechanism comprises support eye plate, supports connecting plate, support side plate and support seat board, support and between eye plate and support side plate, support seat board is set, supporting connecting plate to be connected with the side of the side supporting eye plate and support side plate, support side plate is welded and fixed with transversely chord member by angle steel.
Further, described ceiling is galvanized iron sheet ceiling.
This utility model compared with prior art has the advantage that
(1) the many fulcrum types of this utility model may move shelter with specialty movable weather shed compared with, there is simple in construction, the advantage that cost of manufacture is low, gantry crane can be used quickly to move, make full use of the device resource of current construction site, other handling appliances, kinetic energy on construction site are disturbed less, effectively reduces the input cost of place transformation, can quickly incorporate in existing production system and flow process；
(2) the many fulcrum types of this utility model may move shelter and use branched some form, can be according to segmentation, the profile of complete cross section and Ground arrangement situation, select the position of column fulcrum flexibly, avoid the interference that shelter is arranged by Ship Structure and place equipment, being suitable for total group of different site conditions of multiple product, lift-launch erection welding construction, the scope of application is wider；The many fulcrum types of this utility model may move shelter can stack placement, to reduce the place taken when frock is left unused；
(3) the many fulcrum types of this utility model may move shelter and effectively drop the impact on manufacturing schedule of the extreme weathers such as low and high temperature, improve site operation environment, reduce workmen's labor intensity, ensure hull assembling, welding procedure is sustainable carries out, it is ensured that what each under extreme weather produced node reaches more than 90% in accordance with rate.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings and this utility model is further described in detail by detailed description of the invention:
Fig. 1 is that many fulcrum types of the present utility model may move shelter structural representation；
Fig. 2 is that many fulcrum types of the present utility model may move shelter typical transverse frame unit schematic diagram；
Fig. 3 is that many fulcrum types of the present utility model may move shelter typical case's longitudinal framing cell schematics；
Fig. 4 is that many fulcrum types of the present utility model may move supporting point mechanism schematic diagram in the middle part of shelter；
Fig. 5 is that many fulcrum types of the present utility model may move shelter side fulcrum structural scheme of mechanism；
Fig. 6 is that many fulcrum types of the present utility model may move shelter corner supporting point mechanism schematic diagram；
Fig. 7 is that many fulcrum types of the present utility model may move shelter supporting point mechanism position schematic diagram；
Fig. 8 is the rainwater diversion pipe mounting means schematic diagram that many fulcrum types of the present utility model may move shelter；
Fig. 9 is that many fulcrum types of the present utility model may move shelter supporting mechanism schematic diagram；
Figure 10 is that many fulcrum types of the present utility model may move shelter and stack schematic diagram；
Figure 11 is that many fulcrum types of the present utility model may move shelter use schematic diagram.
In figure: 1 transverse frame unit；11 transversely chord members；12 vertical rods；13 horizontal lower booms；14 horizontal diagonal braces；15 brackets；2 longitudinal framing unit；21 longitudinal top booms；23 longitudinal diagonal braces；24 longitudinal lower booms；3 supporting point mechanisms；Supporting point mechanism in the middle part of 3a；3b side supporting point mechanism；Tetra-jiaos of supporting point mechanisms of 3c；31 fulcrum base plates；32 fulcrum brackets；33 fulcrum side plates；34 Radix Saposhnikoviae otic placodes；6 supporting mechanisms；61 support eye plate；62 support connecting plate；63 support side plate；64 support seat board；7 rainwater diversion pipes；8 ceilings.
Detailed description of the invention
For being better understood by this utility model, below in conjunction with embodiment and accompanying drawing, the utility model will be further described.
Embodiment 1
The present embodiment is 17.6 meters with a width, a length of 20 meters, and span centre height is that many fulcrum types of 2 meters may move shelter so that the technical solution of the utility model to be described.
As it is shown in figure 1, many fulcrum types of the present embodiment may move shelter, including transverse frame unit 1, longitudinal framing unit 2, supporting point mechanism 3 and ceiling 8.Described transverse frame unit 1 and longitudinal framing unit 2 interlaced formation truss structure, transversely chord member 11 is positioned at above longitudinal top boom 21, the described trapezoidal roof structure of transverse frame unit 1, described longitudinal framing unit 2 is in parallel chords roof structure, described shelter lower plane arranges several supporting point mechanisms 3, and described ceiling 8 is arranged at truss structure top.
As shown in Figure 2, described transverse frame unit 1 comprises transversely chord member 11, vertical rod 12, horizontal lower boom 13 and horizontal diagonal brace 14, transversely it is provided with several vertical rods 12 between chord member 11 and horizontal lower boom 13, laterally the two ends of the two ends vertical rod 12 adjacent with two respectively of diagonal brace 14 connect, and two adjacent horizontal diagonal braces 14 are connected to same one end of same vertical rod 12.Described transverse frame unit 1 arranges one along described shelter length direction every 2 meters, 11 altogether, is respectively designated as A transverse frame unit-K transverse frame unit.Described transverse frame unit span is 17.6 meters, span centre height is 2 meters, brim height is 1 meter, except initial and end two sections transversely chord member 11, vertical rod 12, horizontal lower boom 13 are in addition to L100*100*10 angle steel, and the skeleton part of remaining transverse frame unit all uses L56*56*5 angle steel.
As shown in Figure 3, described longitudinal framing unit 2 comprises longitudinal top boom 21, vertical rod 12, longitudinal lower boom 24 and longitudinal diagonal brace 23, it is provided with several vertical rods 12 between longitudinal top boom 21 and longitudinal lower boom 24, the two ends of the two ends vertical rod 12 adjacent with two respectively of longitudinal diagonal brace 23 connect, and two adjacent longitudinal diagonal braces 23 are connected to same one end of same vertical rod 12.Described longitudinal framing unit 2 arranges one along described shelter width every 1.1 meters, 17 altogether, is respectively designated as the 1st longitudinal framing unit the-the 17 longitudinal framing unit.Described longitudinal framing unit span is 20 meters, except the chord member longitudinally upward 21 of arranged on left and right sides, vertical rod 12, longitudinal lower boom 24 are in addition to L100*100*10 angle steel, and the skeleton part of remaining longitudinal framing unit all uses L56*56*5 angle steel.
Further, described supporting point mechanism 3 comprises fulcrum base plate 31, fulcrum side plate 32 and fulcrum bracket 33, described fulcrum side plate 32 and fulcrum bracket 33 are fixed on fulcrum base plate 31 across, described horizontal lower boom 13 is fixed on fulcrum base plate 31 and fulcrum side plate 32, described longitudinal lower boom 24 is fixed on fulcrum base plate 31 and fulcrum bracket 33, described horizontal diagonal brace 14 is fixed on fulcrum side plate 32, described longitudinal diagonal brace 23 is fixed on fulcrum bracket 33, and described vertical rod 12 is fixed on fulcrum side plate 32 and fulcrum bracket 33.
As Figure 4-Figure 6, described supporting point mechanism 3 comprises middle part supporting point mechanism 3a, side supporting point mechanism 3b and corner supporting point mechanism.Described middle part supporting point mechanism central bearing point side plate and fulcrum bracket decussation, described side supporting point mechanism central bearing point side plate and fulcrum bracket T word intersect, and described corner supporting point mechanism central bearing point side plate and fulcrum bracket L-type are intersected.Also it is installed by welding with Radix Saposhnikoviae otic placode 54 on described each corner supporting point mechanism 3c, is used for fixing described shelter.
As shown in Figure 7, at transverse frame unit and longitudinal framing unit cross, lower plane arranges middle part supporting point mechanism, transverse frame unit and longitudinal framing unit T word intersection lower plane arrange side supporting point mechanism, and transverse frame unit end and intersection, longitudinal framing unit end lower plane arrange corner supporting point mechanism.In the present embodiment, the intersection of A, K transverse frame unit and the 1st, 17 longitudinal framing unit arranges corner supporting point mechanism 3c；2-16 longitudinal framing unit arranges side supporting point mechanism 3b with the intersection of A, K transverse frame unit, and the 1st, 17 longitudinal framing unit arrange side supporting point mechanism 3b with the intersection of B-J transverse frame unit；5-13 longitudinal framing unit is not provided with supporting point mechanism 3 with the intersection of D-H transverse frame unit, and other longitudinal framing unit arrange middle part supporting point mechanism 3a with the intersection of transverse frame unit.Described supporting point mechanism connect cross with it vertical rod 12, horizontal lower boom 13, the skeleton part such as longitudinal lower boom 24, diagonal brace, make each skeleton part be jointly formed overall many fulcrum types shelter roof truss.
Such as Fig. 1, shown in 2 and 8, described many fulcrum types may move shelter and also comprise rainwater diversion pipe, described rainwater diversion pipe is arranged on the left and right side of truss structure, and the both ends, left and right of each transverse frame unit are provided with bracket, longitudinally disposed rainwater diversion pipe in bracket.Described rainwater diversion pipe is pvc pipe.Described pvc pipe uses screw to be fixed on described bracket 15, plays the effect of rainwater diversion.Described bracket uses L56*56*5 to make.
Further, in the present embodiment, ceiling uses galvanized iron sheet material.Described galvanized iron sheet uses tapping screw to be laid on transversely on chord member 11.Galvanized iron sheet downward bending 90 ° also covers the gap between pvc pipe and truss angle steel, prevents rainwater from entering.
As shown in Fig. 1 and Fig. 9, described many fulcrum types may move shelter and also comprise supporting mechanism 6, hold each setting respectively to arrange two supporting mechanisms 6 on two supporting mechanisms 6, i.e. A, k transverse frame unit before and after described truss structure.Described supporting mechanism 6 is made up of support eye plate 61, support connecting plate 62, support side plate 63, support seat board 64, support and support seat board 64 is set between eye plate 61 and support side plate 63, supporting connecting plate 62 to be connected with the side of the side supporting eye plate 61 and support side plate 63, support side plate 63 is welded and fixed with transversely chord member 11 by L100*100*10 angle steel.Offer two lifting eyelets on described support eye plate 61, be used for lifting the many fulcrum types of this utility model and may move shelter.It is additionally provided with colligation hole on described support connecting plate 62, fixes upper and lower two shelters in order to colligation.
As shown in Figure 10, many fulcrum types of the present embodiment may move shelter can stack placement, to reduce the area of occupied ground when shelter leaves unused.When stacking, the side supporting point mechanism 3c of top shelter is disposed below on four supporting mechanisms 6 of shelter, and described many fulcrum types may move shelter can stack three layers of placement, and " cattle " that use steel wire rope to connect Radix Saposhnikoviae otic placode 34 and place is fixed.
Many fulcrum types of the present utility model may move shelter operation principle and process is:
As shown in figure 11, after product ship split fix completes, if run into the extreme weather such as wet weather or high temperature in closing up seam work progress, first-selected according to fragment size, profile and wallboard distribution situation, shelter selects suitable position of the fulcrum, generally position of the fulcrum should be arranged in inner bottom plating, on the horizontal bulkhead such as landing slab, after propping up point selection, gantry crane is used to be sling by shelter, it is arranged on the tubular steel post of proper height, after pillar installation, by in shelter integral hoisting to the construction area specifying segmentation, just the impact that weather conditions butt welded seam construction speed causes can be avoided, ensure to close up seam assembling, welding procedure is persistently carried out.When closing up after seam welding completes, using gantry crane that shelter entirety is hung segmentation, next step that can carry out segmentation carries lifting work.
Embodiment described above only have expressed several embodiments of the present utility model, and it describes more concrete and detailed, but therefore can not be interpreted as the restriction to this utility model the scope of the claims.It should be pointed out that, for the person of ordinary skill of the art, without departing from the concept of the premise utility, it is also possible to make some deformation and improvement, these broadly fall into protection domain of the present utility model.Therefore, the protection domain of this utility model patent should be as the criterion with claims.
Claims (10)
1. fulcrum type more than a kind may move shelter, it is characterised in that: include transverse frame unit, longitudinal direction
Frame unit, supporting point mechanism and ceiling, described transverse frame unit and the interlaced formation of longitudinal framing unit
Truss structure, the described trapezoidal roof structure of transverse frame unit, described longitudinal framing unit is parallel chords
Roof structure, described transverse frame unit, longitudinal framing unit intersection lower plane be provided with supporting point mechanism,
Described ceiling is arranged at truss structure top.
Many fulcrum types the most according to claim 1 may move shelter, it is characterised in that: laterally frame
Frame unit comprises transversely chord member, vertical rod, horizontal lower boom and horizontal diagonal brace, transversely chord member and laterally under
Being provided with several vertical rods between chord member, the two ends of the two ends of horizontal diagonal brace vertical rod adjacent with two respectively are even
Connect.
Many fulcrum types the most according to claim 2 may move shelter, it is characterised in that: described vertical
Comprising longitudinal top boom, vertical rod, longitudinal lower boom and longitudinal diagonal brace to frame unit, longitudinal top boom is with vertical
Several vertical rods, the two ends of the two ends vertical rod adjacent with two respectively of longitudinal diagonal brace it are provided with between lower boom
Connect.
Many fulcrum types the most according to claim 3 may move shelter, it is characterised in that: described
Point mechanism comprises fulcrum base plate, fulcrum side plate and fulcrum bracket, and described fulcrum side plate and fulcrum bracket are across
Being fixed on fulcrum base plate, described horizontal lower boom is fixed on fulcrum base plate and fulcrum side plate, described longitudinal direction
Lower boom is fixed on fulcrum base plate and fulcrum bracket, and described horizontal diagonal brace is fixed on fulcrum side plate, described
Longitudinal diagonal brace is fixed on fulcrum bracket, and described vertical rod is fixed on fulcrum side plate and fulcrum bracket.
Many fulcrum types the most according to claim 4 may move shelter, it is characterised in that: described
Point mechanism comprises middle part supporting point mechanism, side supporting point mechanism and corner supporting point mechanism, described middle part supporting point mechanism
Central bearing point side plate and fulcrum bracket decussation, described side supporting point mechanism central bearing point side plate and fulcrum bracket T
Word intersects, and described corner supporting point mechanism central bearing point side plate and fulcrum bracket L-type are intersected.
Many fulcrum types the most according to claim 5 may move shelter, it is characterised in that: laterally frame
At frame unit and longitudinal framing unit cross, lower plane arranges middle part supporting point mechanism, transverse frame unit with
Longitudinal framing unit T word intersection lower plane arranges side supporting point mechanism, transverse frame unit end and longitudinal direction
Intersection, frame unit end lower plane arranges corner supporting point mechanism.
Many fulcrum types the most according to claim 2 may move shelter, it is characterised in that: also comprise
Rainwater diversion pipe, the left and right sides of described truss structure is respectively provided with a rainwater diversion pipe.
Many fulcrum types the most according to claim 7 may move shelter, it is characterised in that: described rain
Water mozzle is pvc pipe.
Many fulcrum types the most according to claim 2 may move shelter, it is characterised in that: also comprise
Supporting mechanism, is respectively arranged at the two ends with several supporting mechanism before and after described truss structure；Described supporting mechanism by
Support eye plate, support connecting plate, support side plate, support seat board composition, support between eye plate and support side plate
Support seat board is set, supports connecting plate and be connected with the side of the side supporting eye plate and support side plate, support
Side plate is welded and fixed with transversely chord member by angle steel.
Many fulcrum types the most according to claim 1 may move shelter, it is characterised in that: described canopy
Top is galvanized iron sheet ceiling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620407898.9U CN205574216U (en) | 2016-05-05 | 2016-05-05 | Many portable wind and rain canopies of point type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620407898.9U CN205574216U (en) | 2016-05-05 | 2016-05-05 | Many portable wind and rain canopies of point type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205574216U true CN205574216U (en) | 2016-09-14 |
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ID=56856644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620407898.9U Expired - Fee Related CN205574216U (en) | 2016-05-05 | 2016-05-05 | Many portable wind and rain canopies of point type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205574216U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019061809A1 (en) * | 2017-09-29 | 2019-04-04 | 广船国际有限公司 | Rain shield for ship |
| CN112012528A (en) * | 2020-08-24 | 2020-12-01 | 广船国际有限公司 | Rainproof tool |
-
2016
- 2016-05-05 CN CN201620407898.9U patent/CN205574216U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019061809A1 (en) * | 2017-09-29 | 2019-04-04 | 广船国际有限公司 | Rain shield for ship |
| CN112012528A (en) * | 2020-08-24 | 2020-12-01 | 广船国际有限公司 | Rainproof tool |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 |
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| CF01 | Termination of patent right due to non-payment of annual fee |