CN1732321A - Crosswind Response Type Field Tent - Google Patents
Crosswind Response Type Field Tent Download PDFInfo
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- CN1732321A CN1732321A CN200380107587.6A CN200380107587A CN1732321A CN 1732321 A CN1732321 A CN 1732321A CN 200380107587 A CN200380107587 A CN 200380107587A CN 1732321 A CN1732321 A CN 1732321A
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- 230000004044 response Effects 0.000 title claims description 13
- 239000002184 metal Substances 0.000 claims description 22
- 238000009423 ventilation Methods 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000010485 coping Effects 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 238000009958 sewing Methods 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 claims 1
- 238000007664 blowing Methods 0.000 description 22
- 230000003014 reinforcing effect Effects 0.000 description 14
- 238000000034 method Methods 0.000 description 11
- 238000010586 diagram Methods 0.000 description 6
- 238000007665 sagging Methods 0.000 description 5
- 239000002023 wood Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/02—Tents combined or specially associated with other devices
- E04H15/10—Heating, lighting or ventilating
- E04H15/14—Ventilating
- E04H15/16—Ventilating of tent roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/02—Tents combined or specially associated with other devices
- E04H15/10—Heating, lighting or ventilating
- E04H15/14—Ventilating
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/34—Supporting means, e.g. frames
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/54—Covers of tents or canopies
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H15/00—Tents or canopies, in general
- E04H15/32—Parts, components, construction details, accessories, interior equipment, specially adapted for tents, e.g. guy-line equipment, skirts, thresholds
- E04H15/58—Closures; Awnings; Sunshades
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Abstract
Description
技术领域technical field
本发明涉及一种上部具有帐篷屋顶的外周开放型的野外帐篷,尤其是关于在屋顶的构造上具有特征的侧风应对型野外帐篷。The present invention relates to an open-periphery field tent having a tent roof at the top, and more particularly to a crosswind-resistant field tent which has a characteristic roof structure.
背景技术Background technique
原来,上部具有帐篷屋顶的外周开放型野外帐篷,由于构造单纯、组装也容易,所以主要使用左右的垂直侧面呈三角形的人字形屋顶。但是,该人字形屋顶的野外帐篷,如果要变得大型化,那么进深扩大的话,房顶的高度就变高,这样不仅在骨架上覆盖帐篷变得困难,且由于承受侧风的屋顶面积变大,因而还存在对于突如其来的强烈侧风的危险性变高这样的难点。Originally, open-peripheral field tents with a tent roof on the upper part mainly used gable roofs with triangular vertical sides on the left and right because of their simple structure and easy assembly. However, if the field tent of this gable roof is to become large-scale, then if the depth is expanded, the height of the roof will become higher, so that not only it becomes difficult to cover the tent on the frame, but also because the area of the roof that bears the crosswind becomes Therefore, there is also a difficulty that the risk of sudden strong crosswinds becomes high.
发明内容Contents of the invention
本发明鉴于上述原有技术,压低上部拥有帐篷屋顶的外周开放型的野外帐篷的屋顶高度,实现不仅能够应对突如其来的强烈侧风,而且还能具有更长的进深和更大地板面积的野外帐篷。In view of the above-mentioned prior art, the present invention lowers the roof height of an open field tent with a tent roof on the upper part, and realizes a field tent that not only can cope with sudden strong crosswinds, but also has a longer depth and a larger floor area. .
本发明通过以下的手段来解决上述课题。The present invention solves the above-mentioned problems by the following means.
(1)在上部具有帐篷屋顶的外周开放型的野外帐篷中,侧风应对型野外帐篷的特征在于:帐篷屋顶是由帐篷、支撑该帐篷的左右的梯形骨架、和在该左右的梯形骨架之间把两端固定在梯形骨架的角部而横架的4根桥梁骨架构成,该帐篷左右的垂直侧面为梯形、顶部平坦、前面和后而为向下方展宽的斜面。(1) Among the field tents of the open-periphery type with a tent roof at the top, the crosswind-resistant field tent is characterized in that the tent roof is formed of a tent, left and right trapezoidal frameworks supporting the tent, and trapezoidal frameworks on the left and right sides. The two ends of the tent are fixed at the corners of the trapezoidal frame and four bridge frames are used as horizontal frames. The left and right vertical sides of the tent are trapezoidal, the top is flat, and the front and rear are slopes that widen downward.
(2)在上部具有帐篷屋顶的外周开放型的野外帐篷中,帐篷屋顶是由帐篷、支撑该帐篷的左右的梯形骨架、和在该左右的梯形骨架之间把两端固定在梯形骨架的角部而横架的4根桥梁骨架构成,该帐篷左右的垂直侧面为梯形、顶部平坦、前面和后面为向下方展宽的斜面,其特征在于:(2) In a field tent with an open outer periphery having a tent roof at the top, the tent roof is composed of a tent, a left and right trapezoidal framework supporting the tent, and a corner between the left and right trapezoidal frameworks with both ends fixed to the trapezoidal framework. The tent is composed of 4 bridge skeletons at the top and horizontal frame. The left and right vertical sides of the tent are trapezoidal, the top is flat, and the front and back are slopes that widen downward. It is characterized in that:
设置有1个或多个由1个孔构成的通风口或者是相邻配置多个孔而成的通风口,并且在上述通风口上,1片或者多片片状的盖子其上端缘缝紧或粘贴在帐篷的顶部的中心部附近等来固定在其外面部,该盖子的另一端缘通过产生1个或多个中等程度的固定力的卡定工具卡定在与通风口相邻的帐篷端缘部上,这样当受到突如其来的风或者强风袭击时,上述盖子自动打开,使帐篷不会被吹走。One or more vents consisting of one hole or vents formed by adjoining multiple holes are provided, and on the above vents, the upper edge of one or more sheet-shaped covers is sewn tightly or It is pasted near the center of the top of the tent to fix it on the outer surface, and the other end edge of the cover is locked to the tent end adjacent to the air vent by one or more locking tools with a moderate fixing force. In this way, when a sudden wind or a strong wind is attacked, the above-mentioned cover will be opened automatically, so that the tent will not be blown away.
(3)上述(1)~(2)的任何一项中所述的侧风应对型野外帐篷的特征在于:侧面呈梯形的帐篷的平坦的顶部上为了防止积聚雨水,该顶部上架设有1根或者多根背部处于向上方突出状态的加固件。(3) The crosswind-resistant field tent described in any one of the above (1) to (2) is characterized in that: in order to prevent rainwater from accumulating on the flat top of the tent whose sides are trapezoidal, 1 One or more reinforcements whose backs protrude upwards.
(4)上述(1)或者(2)的任何一项中所述的侧风应对型野外帐篷的特征在于:侧面呈梯形的帐篷的平坦的顶部上为了防止积聚雨水,该顶部设置有凸部,且该顶部侧面呈三角形。(4) The crosswind-resistant field tent described in any one of (1) or (2) above is characterized in that the flat top of the tent with trapezoidal sides is provided with a convex portion in order to prevent rainwater from accumulating. , and the top side is triangular.
(5)上述(1)~(4)的任何一项中所述的侧风应对型野外帐篷的特征在于:侧面呈梯形的帐篷屋顶的骨架,其顶部都是由金属管制的2根或者3根栋木和2根梁构成,而屋顶的底部都是由金属管制的2根轩梁和2根配梁构成。上述屋顶顶部的骨架和上述屋顶底部的骨架是由金属管制的4根椽子结合而成。(5) The crosswind-responsive field tent described in any one of (1) to (4) above is characterized in that: the skeleton of the tent roof with trapezoidal sides, the top of which is made of two or three metal tubes. The root is made of wood and 2 beams, and the bottom of the roof is made of 2 beams and 2 supporting beams controlled by metal. The frame at the top of the roof and the frame at the bottom of the roof are formed by combining four rafters of metal tubes.
(6)上述(1)~(5)的任何一项中所述的侧风应对型野外帐篷的特征在于:支撑侧面呈梯形的帐篷屋顶的骨架以及该屋顶的骨架的支柱是通过适应各自的结合部的组装方法组装而成,并且可以自由解体。(6) The crosswind-resistant field tent described in any one of (1) to (5) above is characterized in that the framework supporting the tent roof with trapezoidal sides and the pillars of the roof framework are formed by adapting to the respective The assembly method of the joint is assembled, and it can be disassembled freely.
(7)上述(2)~(6)的任何一项中所述的侧风应对型野外帐篷的特征在于:相邻配置的孔和孔之间残留的帐篷屋顶的部分,具有能够保持帐篷屋顶强度的形状、根数以及宽度,并且上述通风口的总面积具有在遭受突如其来的风或者强风袭击时能使上述盖子敞开的大小。(7) The crosswind-resistant field tent described in any one of (2) to (6) above is characterized in that the adjacently arranged holes and the portion of the tent roof remaining between the holes have a structure capable of holding the tent roof. The shape, number and width of strength, and the total area of the above-mentioned vents have a size that can make the above-mentioned cover open when subjected to sudden wind or strong wind.
(8)上述(2)~(7)的任何一项中所述的侧风应对型野外帐篷的特征在于:片状的盖子是经过防水处理的。(8) The crosswind resistant field tent described in any one of (2) to (7) above is characterized in that the sheet-shaped cover is waterproofed.
(9)上述(2)~(8)的任何一项中所述的侧风应对型野外帐篷的特征在于:片状的盖子是由和帐篷同样的帆布制成的。(9) The crosswind resistant field tent described in any one of (2) to (8) above is characterized in that the sheet-like cover is made of the same canvas as the tent.
(10)上述(2)~(9)的任何一项中所述的侧风应对型野外帐篷的特征在于:盖子的卡定工具,一部分自由残留并卡定在与通风口相邻的帐篷端缘部上。(10) The crosswind-resistant field tent described in any one of (2) to (9) above is characterized in that a part of the locking means of the cover remains free and is locked at the tent end adjacent to the air vent. on the edge.
(11)上述(2)~(10)的任何一项中所述的侧风应对型野外帐篷的特征在于:帐篷屋顶上设置的盖子,其下部两端通过橡胶带卡定。(11) The crosswind-resistant field tent described in any one of (2) to (10) above is characterized in that the cover provided on the roof of the tent has both ends of the lower part locked by rubber bands.
(12)上述(2)~(10)的任何一项中所述的侧风应对型野外帐篷的特征在于:帐篷屋顶上设置的盖子,介由其两端被固定的橡胶带固定,该橡胶带的两端位于,穿过盖子的下部两端或者通风口的下部两角附近的帐篷上的带子、金属、塑料等的环,在通风口的下部两端附近的帐篷或者上述盖子的下部两端部这2点上。(12) The crosswind-resistant field tent described in any one of (2) to (10) above is characterized in that the cover provided on the roof of the tent is fixed by rubber belts fixed at both ends, and the rubber The ends of the strap are located, loops of strap, metal, plastic, etc. on the tent near the lower ends of the cover or the lower two corners of the vent near the lower ends of the vent or the lower two ends of the cover above On these 2 points at the end.
(13)上述(2)~(9)的任何一项中所述的侧风应对型野外帐篷的特征在于:片状的盖子的左右端缘部,介由以折皱而伸缩自由地构成的防水薄板来固定在通风口的左右端缘上,在上述盖子敞开时,防止雨水从通风口的左右端流入帐篷内。(13) The crosswind-resistant field tent described in any one of (2) to (9) above is characterized in that the left and right end edges of the sheet-shaped cover are freely constituted through water-proof tents that expand and contract through creases. The thin plate is fixed on the left and right edges of the air vent, and when the above-mentioned cover is opened, it prevents rainwater from flowing into the tent from the left and right ends of the air vent.
附图说明Description of drawings
图1是展示本发明实施例的结构的立体图,其中图1(a)是展示本发明第1实施例的结构的立体图,图1(b)是展示本发明第2实施例的结构的立体图,图1(c)是展示本发明第3实施例的结构的立体图,图1(d)是展示本发明第4实施例的结构的立体图。Fig. 1 is the perspective view showing the structure of the embodiment of the present invention, wherein Fig. 1 (a) is the perspective view showing the structure of the 1st embodiment of the present invention, Fig. 1 (b) is the perspective view showing the structure of the 2nd embodiment of the present invention, Fig. 1(c) is a perspective view showing the structure of the third embodiment of the present invention, and Fig. 1(d) is a perspective view showing the structure of the fourth embodiment of the present invention.
图2是用于说明本发明的第1实施例的立体图。Fig. 2 is a perspective view illustrating a first embodiment of the present invention.
图3中,(a)是本发明第1实施例的其他例的骨架的立体图,(b)是本发明第1实施例的其他例的加固件的立体图。In Fig. 3, (a) is a perspective view of a skeleton of another example of the first embodiment of the present invention, and (b) is a perspective view of a reinforcing member of another example of the first embodiment of the present invention.
图4中,(a)是本发明第2实施例的骨架的立体图,(b)是第2实施例的加固件的立体图。In Fig. 4, (a) is a perspective view of a skeleton of the second embodiment of the present invention, and (b) is a perspective view of a reinforcing member of the second embodiment.
图5中,(a)是本发明第3实施例的骨架的立体图,(b)是第3实施例的说明用侧面图。In Fig. 5, (a) is a perspective view of the skeleton of the third embodiment of the present invention, and (b) is a side view for explaining the third embodiment.
图6是用于说明本发明第4实施例的立体图。Fig. 6 is a perspective view illustrating a fourth embodiment of the present invention.
图7(a)及(b)是用于说明本发明第4实施例的卡定工具的立体图。7( a ) and ( b ) are perspective views illustrating a locking tool according to a fourth embodiment of the present invention.
图8是用于说明本发明第4实施例的卡定工具的立体图。Fig. 8 is a perspective view illustrating a locking tool according to a fourth embodiment of the present invention.
图9是本发明的垂直侧面是梯形、顶部平坦的帐篷屋顶的侧风应对型野外帐篷与原来的人字形屋顶的野外帐篷在高度上进行比较的模式图。Fig. 9 is a schematic view comparing the height of the crosswind-resistant field tent with trapezoidal vertical sides and flat top roof of the present invention with the conventional field tent with gabled roof.
图10是本发明的垂直侧面是梯形、顶部平坦的帐篷屋顶的侧风应对型野外帐篷、原来的人字形屋顶的野外帐篷、以及第3实施例的侧风应对型野外帐篷这三者在高度上进行比较的模式图。Fig. 10 shows the crosswind response type field tent with trapezoidal vertical side and flat top tent roof of the present invention, the original gable roof field tent, and the crosswind response type field tent of the third embodiment. The diagram above for comparison.
图11是展示本发明中的骨架的装配方法的图。Fig. 11 is a diagram showing the assembly method of the skeleton in the present invention.
图12是帐篷上吹力的对比表。Figure 12 is a comparison table of the blowing force on the tent.
图13是风上侧上吹力的对比表。Fig. 13 is a comparison table of blowing force on the upper side of the wind.
图中:In the picture:
1-本发明的垂直侧面呈梯形的帐篷,1’-原来的人字形屋顶的帐篷,2-骨架,3-栋木,4-梁,5-椽子,6-轩梁,7-配梁,8-支柱,9-斜支柱,10-加固件(梁),10a-扣,11-加固件(栋木),11a-扣,11b-加固件的背部,13-通风口,14-片状的盖子,15-卡定工具,16-橡胶带,17-环,18-橡胶带,19-防水薄板,100-帐篷屋顶的垂直侧面,100a-帐篷屋顶的顶部,100b-突出部,100c-帐篷屋顶的凸部,100d-顶部侧面,200-骨架的侧面,200a-骨架的顶部,200b-骨架的凸部,200c-骨架的凸部。1-the vertical side of the present invention is a trapezoidal tent, 1'-the tent with the original gable roof, 2-skeleton, 3-wood, 4-beam, 5-rafter, 6-xuan beam, 7-beam matching, 8-pillar, 9-pillar, 10-reinforcement (beam), 10a-buckle, 11-reinforcement (pillar), 11a-buckle, 11b-back of reinforcement, 13-vent, 14-sheet cover, 15-fastening tool, 16-rubber strap, 17-ring, 18-rubber strap, 19-waterproof sheet, 100-vertical side of tent roof, 100a-top of tent roof, 100b-protrusion, 100c- The convex part of the tent roof, 100d-top side, 200-the side of the frame, 200a-the top of the frame, 200b-the convex part of the frame, 200c-the convex part of the frame.
具体实施方式Detailed ways
以下通过实施例的附图来说明本发明的实施方式。Embodiments of the present invention will be described below with reference to the accompanying drawings of the examples.
图1是展示本发明实施例的结构的立体图,其中图1(a)是展示本发明第1实施例的结构的立体图,图1(b)是展示本发明第2实施例的结构的立体图,图1(c)是展示本发明第3实施例的结构的立体图,图1(d)是展示本发明第4实施例的结构的立体图;图2是用于说明本发明第1实施例的立体图;图3中,(a)是本发明第1实施例的其他例的骨架的立体图,(b)是本发明第1实施例的其他例的加固件的立体图。Fig. 1 is the perspective view showing the structure of the embodiment of the present invention, wherein Fig. 1 (a) is the perspective view showing the structure of the 1st embodiment of the present invention, Fig. 1 (b) is the perspective view showing the structure of the 2nd embodiment of the present invention, Fig. 1 (c) is the perspective view showing the structure of the 3rd embodiment of the present invention, Fig. 1 (d) is the perspective view showing the structure of the 4th embodiment of the present invention; Fig. 2 is the perspective view for explaining the 1st embodiment of the present invention ; Among Fig. 3, (a) is the perspective view of the framework of other examples of the first embodiment of the present invention, (b) is the perspective view of the reinforcing member of other examples of the first embodiment of the present invention.
图4中,(a)是本发明第2实施例的骨架的立体图,(b)是第2实施例的加固件的立体图;图5中,(a)是本发明第3实施例的骨架的立体图,(b)是第3实施例的说明用侧面图;图6是本发明的第4实施例的说明用立体图;图7(a)及(b)是本发明的第4实施例的卡定工具的说明用立体图;图8是本发明的第4实施例的卡定工具的说明用立体图。Among Fig. 4, (a) is the perspective view of the skeleton of the 2nd embodiment of the present invention, (b) is the perspective view of the reinforcing member of the 2nd embodiment; Among Fig. 5, (a) is the skeleton of the 3rd embodiment of the present invention Perspective view, (b) is a side view for explaining the third embodiment; Fig. 6 is a perspective view for explaining the fourth embodiment of the present invention; Fig. 7 (a) and (b) are cards of the fourth embodiment of the present invention Explanation perspective view of the fixing tool; FIG. 8 is a perspective view illustrating the locking tool of the fourth embodiment of the present invention.
此外,图9是本发明的垂直侧面是梯形、顶部平坦的帐篷屋顶的侧风应对型野外帐篷与原来的人字形屋顶的野外帐篷在高度上进行比较的模式图;图10是本发明的垂直侧面是梯形且顶部平坦的帐篷屋顶的侧风应对型野外帐篷、原来的人字形屋顶的野外帐篷、以及第3实施例的侧风应对型野外帐篷这三者在高度上进行比较的模式图;图11是展示本发明中的骨架的装配方法的图;图12是帐篷上吹力的对比表;图13是风上侧上吹力的对比表。In addition, Fig. 9 is a schematic diagram comparing the height of the crosswind response type field tent with trapezoidal vertical side and flat top tent roof with the original gable roof field tent of the present invention; Fig. 10 is the vertical tent of the present invention It is a model diagram comparing heights of a crosswind-resistant field tent with a trapezoidal side and a flat top tent roof, a conventional gabled roof field tent, and a crosswind-resistant field tent of the third embodiment; Fig. 11 is a figure showing the assembly method of the skeleton in the present invention; Fig. 12 is a comparison table of the blowing force on the tent; Fig. 13 is a comparison table of the blowing force on the upper side of the wind.
图中,1是本发明的垂直侧面呈梯形的帐篷,1’是原来的人字形屋顶的帐篷,2是骨架,3是栋木,4是梁,5是椽子,6是轩梁,7是配梁,8是支柱,9是斜支柱,10是加固件(梁),10a是扣,11是加固件(栋木),11a是扣,11b是加固件的背部,13是通风口,14是片状的盖子,15是卡定工具,16是橡胶带,17是环,18是橡胶带,19是防水薄板,100是帐篷屋顶的垂直侧面,100a是帐篷屋顶的顶部,100b是突出部,100c是帐篷屋顶的凸部,100d是顶部侧面,200是骨架的侧面,200a是骨架的顶部,200b是骨架的凸部,200c是骨架的凸部。Among the figure, 1 is the vertical side trapezoidal tent of the present invention, 1 ' is the tent of the original herringbone roof, 2 is the skeleton, 3 is the timber, 4 is the beam, 5 is the rafter, 6 is the porch beam, 7 is the Matching beam, 8 is a pillar, 9 is an oblique pillar, 10 is a reinforcement (beam), 10a is a buckle, 11 is a reinforcement (wood), 11a is a buckle, 11b is the back of the reinforcement, 13 is a vent, 14 15 is a sheet-shaped cover, 15 is a locking tool, 16 is a rubber belt, 17 is a ring, 18 is a rubber belt, 19 is a waterproof sheet, 100 is a vertical side of the tent roof, 100a is the top of the tent roof, and 100b is a protrusion , 100c is the convex part of the tent roof, 100d is the top side, 200 is the side of the framework, 200a is the top of the framework, 200b is the convex part of the framework, 200c is the convex part of the framework.
本发明的侧风应对型野外帐篷,如图1(a)~(d)中展示本发明实施例的结构的立体图以及图2中的本发明第1实施例的说明用立体图所示,是一个上部具有帐篷屋顶的外周开放型的野外帐篷,帐篷屋顶由帐篷1和骨架2构成,上述帐篷屋顶是由左右的垂直侧面100是梯形、顶部100a平坦、前后面是向下方延伸的斜面的帐篷1,以及由支撑上述帐篷1的左右侧面200为梯形的骨架、和位于该梯形骨架之间并将两端固定在梯形骨架的角部来横架的4根桥梁骨架(栋木3)所构成的四角柱状的骨架2所构成。The crosswind-resistant field tent of the present invention is shown in the perspective views showing the structure of the embodiment of the present invention in Fig. 1 (a) to (d) and the perspective view illustrating the first embodiment of the present invention in Fig. An outdoor tent with an open outer periphery having a tent roof on the upper part. The tent roof is composed of a
并且,上述侧面200呈梯形骨架的帐篷屋顶的骨架2,其顶部200a都是由金属管制的2根或者3根栋木3(参照图5)和2根梁4构成,而屋顶的底部都是由金属管制的2根轩梁6和2根配梁7构成。And, above-mentioned
此外,由栋木3和梁4构成的上述屋顶顶部200a的骨架,以及由轩梁6和配梁7构成的上述屋顶底部的骨架是由金属管制的椽子5结合而成。In addition, the skeleton of the roof top 200a composed of the
另外,上述帐篷屋顶的骨架2由多根(4根以上)支柱8支撑,屋顶的骨架2和支柱8通过斜支柱9结合。In addition, the
以下,详细展示本发明的侧风应对型野外帐篷的各实施例。Hereinafter, each embodiment of the crosswind resistant field tent of this invention is shown in detail.
(实施例1)(Example 1)
图1(a)中展示本发明第1实施例的结构的立体图所示的本发明的实施例的构成是:在组装都是由金属管制成的栋木3、梁4、椽子5、轩梁6、配梁7以及支柱8而成的骨架2上,覆盖左右的垂直侧面100是梯形、顶部100a平坦、前后面是向下方延伸的斜面的帐篷1。The composition of the embodiment of the present invention shown in the perspective view showing the structure of the first embodiment of the present invention in Fig. 1 (a) is: in assembling are all made by the
然而,关于骨架2的组装,如展示骨架组装方法的图11所示,顶部的栋木3和梁4、椽子5的组装采用图11(a)中所示的方法,而屋顶底部的轩梁6、配梁7以及往椽子5的支柱8上的组装采用图11(b)中所示的方法,无论哪种都是采用过去使用的方法来进行。However, with regard to the assembly of the
并且,侧面100呈梯形的帐篷屋顶的骨架2以及支撑该屋顶的骨架的支柱8,通过适合各自结合部的组装方法来进行组装,并且可以自由解体。In addition, the
另外,斜支柱9通过采用其一端长久卡定在支柱8上,组装野外帐篷时将其另一端卡定在轩梁6和配梁7上的结构,强化帐篷屋顶和支柱8的结合,承担防止野外帐篷倒塌的作用。In addition, one end of the
此外,根据上述构成,将帐篷屋顶的垂直侧面100设成梯形骨架,将顶部100a设为平坦,并且将前后面设成向下方延伸的斜面,这样对图9的本发明的垂直侧面100是梯形骨架、顶部100a平坦、前后面是向下方延伸的斜面的帐篷1的屋顶的侧风应对型野外帐篷的高度h1,与原来的人字形屋顶1’的野外帐篷的高度h1’进行比较的模式图所示,与原来的人字形屋顶1’的帐篷屋顶相比,本发明的帐篷1的屋顶,其高度可以降低到70~20%,它不仅能应对突如其来的强烈侧风,还能取得使具有更广阔进深的帐篷构筑成为可能等效果。In addition, according to the above-mentioned structure, the
并且,如作为本发明第1实施例的其他例的骨架的立体图的图3(a)、以及作为本发明第1实施例的其他例的加固件的立体图的图3(b)所示,最好在骨架2的顶部200a的2根栋木3、3之间架设1根或者多根加固件(梁)10来支撑帐篷1(参照图1(a)),以抑制帐篷1的下垂。And, as shown in Fig. 3 (a) which is a perspective view of the skeleton of another example of the first embodiment of the present invention, and Fig. 3 (b) which is a perspective view of a reinforcing member of another example of the first embodiment of the present invention, the most Preferably, one or more reinforcements (beams) 10 are erected between the two
这是因为,图1(a)及图2所示的实施例1的侧风应对型野外帐篷,由于帐篷屋顶的顶部100a比较平坦,因而雨天时其顶部分容易积水,这样帐篷就有下垂的危险,如图3(a)中显示的第1实施例的其他例那样,通过架设加固件(梁)10,就能够防止雨水的积蓄,同时能够提高整个野外帐篷的强度。This is because, the crosswind coping type field tent of
此外,作为上述加固件(梁)10,提出了具有两端卡定在栋木3的金属管上的扣10a的轻金属制的中空方棒料等的方案,即如图3(b)的第1实施例的其他例的加固件立体图所示的那种。其结果,就不需要事先准备用于将加固件(梁)10装到栋木3上的金属零件,并且由于根据需要能够容易地安装,所以说该提案特别理想,当然也可以利用螺杆和金属零件等来固定。In addition, as the above-mentioned reinforcing member (beam) 10, a light metal hollow square bar with both ends of the buckle 10a fastened on the metal pipe of the
(实施例2)(Example 2)
图1(b)是显示本发明第2实施例的结构的立体图,图1(b)中所示的第2实施例的侧风应对型野外帐篷,为了防止侧面100呈梯形的帐篷的平坦的顶部上存积雨水,在该顶部上架设有1根或者多根使背部11b处于向上方突出状态的加固件(栋木)11(参照图4(a))。Fig. 1 (b) is a perspective view showing the structure of the second embodiment of the present invention, the crosswind response type field tent of the second embodiment shown in Fig. 1 (b), in order to prevent the
图4(a)是本发明第2实施例的骨架的立体图,图4(b)是第2实施例的加固件的立体图。Fig. 4(a) is a perspective view of a skeleton of the second embodiment of the present invention, and Fig. 4(b) is a perspective view of a reinforcing member of the second embodiment.
如上述,实施例1的侧风应对型野外帐篷中,由于帐篷屋顶的顶部100a比较平坦,所以雨天时其顶部分有可能积蓄雨水,帐篷1就有下垂的危险。As described above, in the crosswind-resistant field tent of the first embodiment, since the top 100a of the tent roof is relatively flat, rainwater may accumulate on the top portion in rainy days, and the
因此,如图4所示的第2实施例那样,最好在骨架的顶部200a的2根梁4、4之间架设有1根或者多根使背部11b处于向上方突出状态的加固件(栋木)11来支持帐篷1(参照图1),从而抑制帐篷1的下垂。Therefore, as in the second embodiment shown in FIG. 4, it is preferable to bridge one or more reinforcing members (pillars) that make the back 11b protrude upward between the two
作为上述加固件(梁)11,提出了具有两端卡定在梁4的金属管上的扣10a的轻金属制的长尺寸材料,即,如图4(b)的第2实施例的加固件立体图所示的那种。其结果,就不需要事先准备用于将加固件(梁)10装到梁4上的金属零件,并且由于根据需要能够容易地安装,所以特别理想,当然也可以利用螺杆和金属零件等来固定。As the above-mentioned reinforcing member (beam) 11, a light metal elongated material having buckles 10a fastened at both ends to the metal pipe of the
这样,通过使其背部11b处于向上方突出的状态来架设加固件(栋木)11,并在骨架2上覆盖帐篷1,就会如图1(b)所示,在帐篷1的顶部100a上形成突出部100b。In this way, by erecting the reinforcing member (pillar) 11 with its
通过上述突出部100b的形成,就成了能够防止帐篷1的顶部100a上积蓄雨水的结构。Formation of the protruding portion 100b prevents rainwater from accumulating on the
此外,图10是本发明的垂直侧面100是梯形、顶部100a平坦的帐篷1的屋顶的侧风应对型野外帐篷、原来的人字形屋顶的帐篷1’的野外帐篷、以及第2实施例的侧风应对型野外帐篷这三者在高度(突出部100b的顶点)上进行比较的模式图,与原来的人字形屋顶的帐篷1的野外帐篷的高度h1’相比,第2实施例的侧风应对型野外帐篷的高度h1b,与顶部100a平坦的帐篷1的屋顶的侧风应对型野外帐篷的高度h1同样,能够降低到70~20%,不仅能够防止上述的雨水积蓄,还能应对突如其来的强烈侧风,并取得使具有更广阔进深的帐篷构筑成为可能等效果。In addition, Fig. 10 shows the crosswind response type field tent of the roof of the
(实施例3)(Example 3)
图1(c)是展示本发明第3实施例的结构的立体图,图1(c)所示的第3实施例的侧风应对型野外帐篷,为了防止在侧面100呈梯形的帐篷1的平坦的顶部100a(参照图1(a))上积蓄雨水,在该顶部100a上设置有凸部,该顶部侧面100d形成三角形。Fig. 1 (c) is the perspective view showing the structure of the 3rd embodiment of the present invention, the crosswind coping type field tent of the 3rd embodiment shown in Fig. Rainwater is accumulated on the top 100a (see FIG. 1(a)), a convex portion is provided on the top 100a, and the top side 100d forms a triangle.
图5(a)是本发明第3实施例的骨架的立体图,如上所述,实施例1的侧风应对型野外帐篷中,由于帐篷屋顶的顶部100a比较平坦,所以雨天时其顶部分有可能积蓄雨水,帐篷1就有下垂的危险,因此如图5(b)所示,通过在骨架2的侧面200的上边设置凸部200b,形成三角形200c,另外在该骨架2的左右的侧面200的三角形200c的顶部200d上横架栋木3(参照图5(a)),如图5(a)所示,成为骨架的顶部200a上形成凸部200b来支撑帐篷1(参照图1(c)),可以抑制由雨水等引起的帐篷1的下垂的结构。Fig. 5 (a) is the perspective view of the skeleton of the 3rd embodiment of the present invention, as mentioned above, in the field tent of the crosswind coping type of
(实施例4)(Example 4)
图1(d)是展示本发明第4实施例的结构的立体图,图1(d)所示的第4实施例的侧风应对型野外帐篷的构造是:在上述实施例3的侧风应对型野外帐篷的帐篷屋顶上,配置有多个孔相邻设置的通风口13,并且上述通风口13上,片状的盖子14以将盖上端缘缝紧或粘贴在帐篷屋顶的顶部100a的中心部附近等来固定在其外面部,该盖子14的另一端缘,通过产生1个或多个中等程度固定力的卡定工具15卡定在与通风口13相邻的帐篷端缘部上,这样当受到突如其来的风或者强风袭击时,上述盖子14自动打开,使帐篷1不会被吹走。Fig. 1 (d) is the perspective view showing the structure of the 4th embodiment of the present invention, the structure of the crosswind response type field tent of the 4th embodiment shown in Fig. 1 (d) is: On the tent roof of the type field tent, there are
上述由第4实施例构成的侧风应对型野外帐篷的构成,如图6的本发明的第4实施例的说明用立体图所示,侧风(箭头)吹来的时候,风通过通风口13,并向上推开片状的盖子14,这样就能够降低由侧风引起的对帐篷屋顶的上吹力。The composition of the above-mentioned crosswind response type outdoor tent constituted by the fourth embodiment is shown in the perspective view of the fourth embodiment of the present invention in FIG. , and push the sheet-shaped
另外,在本实施例中,上述通风口13,由多个圆形形成,但其形状不限定于圆形,或者可以由一个或者多个形成,而且配置在上述通风口13的外面部的片状盖子14也可以由一个或者多个形成,这些只要具有能够降低对帐篷屋顶的上吹力所需的足够的通气性就可以。In addition, in this embodiment, the above-mentioned
在做成多个通风口13时,做成相邻配置的孔和孔之间残留的帐篷屋顶的部分,具有能够保持帐篷屋顶强度的形状、根数以及宽度,并且上述通风口13具有在遭受突如其来的风或者强风袭击时能使上述盖子13开口的大小的总面积。When making a plurality of
并且,片状的盖子14最好是由经过防水处理的材料构成。Furthermore, the sheet-shaped
此外,上述片状的盖子14最好是由和帐篷1同样的材料,例如帆布制成的。In addition, the sheet-
另外,本发明的第4实施例的侧风应对型野外帐篷中的片状的盖子14的端缘,最好是通过产生1个或多个中等程度的固定力的卡定工具15卡定在与通风口13相邻的帐篷端缘部上。In addition, the end edge of the sheet-shaped
另外,作为上述卡定工具15主要列举了:将一部分残留卡定在与通风口13相邻的帐篷端缘部上的卡定工具、使用了按扣的卡定工具、依靠磁石吸力的卡定工具、或者图7(a)的第4实施例的卡定工具说明用立体图所示的那种将盖子14的下部两端通过橡胶带16来卡定的卡定工具、图7(b)的第4实施例的卡定工具的说明用立体图所示的那种,利用穿过固定在盖子14下部两端或者通风口13的下部两角附近的帐篷1上的带子、金属、塑料等的环17,在通风口13的下部两端附近的帐篷1或者上述盖子14的下部两端部的2点上固定其两端的橡胶带18来进行卡定的卡定工具。安装的上述橡胶带18最好具有受到突如其来的风或者强风时使上述盖子14从通风口13上吹到脱离风压的高度所需的长度。In addition, the above-mentioned
而且,为了防止受到突如其来的风或者强风后上浮的盖子14,就这样一直上卷而通风口13无法关闭的状况,如果能将上述盖子14的下部两端通过橡胶带16卡定在帐篷上,或者,插通固定在其下部两端或通风口13的下部两角附近的帐篷1上的带子、金属、塑料等的环17,在通风口13的下部两端附近的帐篷1或者上述盖子14的下部两端部的2点上固定其两端的橡胶带18来进行卡定,就会比较有效。Moreover, in order to prevent the
此外,如图8的第4实施例的卡定工具的说明用立体图所示,还列举了如下的方法:片状的盖子14的左右端缘部介由以折皱而伸缩自由地构成的防水薄板19来固定在通风口13的左右端缘上,这样就能够在打开上述盖子14时,防止雨水从通风口13的左右端流入帐篷内。In addition, as shown in the explanatory perspective view of the locking tool of the fourth embodiment of FIG. 8, the following method is also enumerated: the left and right edge portions of the sheet-shaped
本实施例中的通风口13与覆盖通风口13的盖子14的面积比例,是考虑雨天时受到突如其来的风或者强风后上述盖子14吹起时的雨水流入情况来决定的,但最好采用如上述图8所示的方法,即将片状的盖子14的左右端缘部,介由以折皱而伸缩自由地构成的防水薄板19固定在帐篷1上,在打开上述盖子14时,有效防止雨水从通风口13的左右端流入帐篷内。
并且,上述多个通风口不需要都是同一形状、同一面积,帐篷1和盖子14的卡定工具15产生的固定力也不需要相同,只要在突如其来的风或者强风吹入到帐篷内时,根据其风压的大小,盖子14能够自动有效地打开这样的方式就可以。And above-mentioned a plurality of air vents need not all be the same shape, the same area, the fixing force that the fixing
另外,图1(d)所示的本发明第4实施例的结构如下:在上述实施例3的侧风应对型野外帐篷的帐篷屋顶上,配置有由多个孔相邻配置的通风口13,并且在上述通风口13,片状的盖子14以将其盖上端缘缝紧或粘贴在帐篷的顶部100a的中心部附近等来固定在其外面部,该盖子14的另一端缘通过产生1个或多个中等程度的固定力的卡定工具15卡定在与通风口13相邻的帐篷端缘部上;也可以采用和上述实施例1的侧风应对型野外帐篷、以及实施例2的侧风应对型野外帐篷相同的构造,即设置由1个孔构成的通风口或相邻配置多个孔来配设通风口13,并且在上述通风口13,片状的盖子14以将盖的上端缘缝紧或粘贴在帐篷的顶部100a的中心部附近等来固定在其外面部,该盖子14的另一端缘通过产生1个或多个中等程度的固定力的卡定工具15卡定在与通风口13相邻的帐篷端缘部上,这样当受到突如其来的风或者强风袭击时,上述盖子14自动打开,使帐篷1不会被吹走。In addition, the structure of the 4th embodiment of the present invention shown in Fig. 1 (d) is as follows: On the tent roof of the crosswind response type field tent of the above-mentioned
并且,在图1(d)所示的本发明的第4实施例中,将多个通风口13配置在顶部100a附近,也可以根据侧风应对型野外帐篷的设置场所以及使用环境的不同,在帐篷屋顶的左右的垂直侧面上配置通风口13,并固定片状的盖子14。And, in the 4th embodiment of the present invention shown in Fig. 1 (d), a plurality of
在此,关于本发明的侧风应对型野外帐篷,图12上显示的是帐篷上吹力的对比表,图13是风上侧上吹力的对比表。Here, with regard to the crosswind-resistant field tent of the present invention, FIG. 12 shows a comparative table of blowing force on the tent, and FIG. 13 shows a comparative table of blowing force on the upper side of the wind.
上述的对比表是原来使用的左右垂直的侧面呈三角形的人字形屋顶的野外帐篷(原有型人字形屋顶类型),上述实施例3中的左右的垂直侧面呈梯形、顶部设置凸部且该顶部侧面呈三角形的野外帐篷(梯形屋顶类型:无薄板盖子),以及上述实施例4中的左右的垂直侧面呈梯形、顶部设置凸部且该顶部侧面呈三角形、并且在顶部附近配置有多个通风口13的侧风应对型野外帐篷(梯形屋顶类型:有薄板盖子),这三种帐篷各自在风速5~20m/s时算出的帐篷上吹力以及风上侧上吹力,关于帐篷上吹力,用改善率表示,关于风上侧上吹力,用翻倒性中的翻倒(NG)、耐倒性(OK)表示。The above-mentioned comparison table is an outdoor tent (original gable roof type) with the left and right vertical sides of a triangular gable roof that was originally used. A field tent with a triangular top side (trapezoidal roof type: no sheet cover), and the left and right vertical sides in the above-mentioned Example 4 are trapezoidal, a convex portion is provided on the top and the top side is triangular, and a plurality of tents are arranged near the top. For crosswind-resistant field tents with 13 vents (trapezoidal roof type: with a thin plate cover), the blowing force on the tent and the blowing force on the upper side of the wind calculated for each of the three types of tents at a wind speed of 5 to 20 m/s, about the upper side of the tent The blowing force is expressed by improvement rate, and the blowing force on the upper side of the wind is expressed by fall-over (NG) and fall resistance (OK) among fall-over properties.
计算的前提条件:Prerequisites for the calculation:
1.帐篷作为假设建筑物,适用建筑基准法施行令第87条中的风压力算法(关于风速,为了本次研究而另外设定)。1. The tent is used as a hypothetical building, and the wind pressure calculation in Article 87 of the Enforcement Ordinance of the Building Standards Act is applied (the wind speed is set separately for this study).
2.帐篷设在地面上,四角用锚固定在地面上。2. The tent is set on the ground, and the four corners are fixed on the ground with anchors.
3.帐篷的自重为80kg,1个锚的拉拔耐力为20kg。3. The self-weight of the tent is 80kg, and the pull-out endurance of one anchor is 20kg.
4.在帐篷的耐翻倒性研究中,柱、梁等的各个部件以及连接部的强度都得到充分确保。4. In the study of the overturn resistance of the tent, the strength of each component such as a column, a beam, and a connection part is sufficiently ensured.
5.在部件等破坏之前,会发生由风压引起的帐篷自身的上浮、翻倒。5. The tent itself will float and fall due to wind pressure before the parts are damaged.
6.只以单向风为对象,不考虑高层建筑产生的气旋所带来的风压力及耐翻倒性。6. Only one-way wind is used as the object, and the wind pressure and overturn resistance caused by the cyclone generated by high-rise buildings are not considered.
7.速度压根据建筑基准法施行例第87条、建设省告示第1454号文件来计算,地表面粗度划分按II来计算。7. The speed pressure is calculated according to Article 87 of the Enforcement Regulations of the Building Standard Law and the Ministry of Construction Notice No. 1454, and the ground surface roughness division is calculated according to II.
风速5m/S:速度压27N/m2 Wind speed 5m/S: speed pressure 27N/m 2
风速6m/S:速度压38N/m2 Wind speed 6m/S: speed pressure 38N/m 2
风速7m/S:速度压52N/m2 Wind speed 7m/S: speed pressure 52N/m 2
风速8m/S:速度压68N/m2 Wind speed 8m/S: speed pressure 68N/m 2
风速9m/S:速度压86N/m2 Wind speed 9m/S: speed pressure 86N/m 2
风速10m/S:速度压107N/m2 Wind speed 10m/S: speed pressure 107N/m 2
风速11m/S:速度压129N/m2 Wind speed 11m/S: speed pressure 129N/m 2
风速12m/S:速度压154N/m2 Wind speed 12m/S: speed pressure 154N/m 2
风速13m/S:速度压180N/m2 Wind speed 13m/S: speed pressure 180N/m 2
风速14m/S:速度压209N/m2 Wind speed 14m/S: speed pressure 209N/m 2
风速15m/S:速度压240N/m2 Wind speed 15m/S: speed pressure 240N/m 2
风速16m/S:速度压273N/m2 Wind speed 16m/S: speed pressure 273N/m 2
风速17m/S:速度压308N/m2 Wind speed 17m/S: speed pressure 308N/m 2
风速18m/S:速度压345N/m2 Wind speed 18m/S: speed pressure 345N/m 2
风速19m/S:速度压385N/m2 Wind speed 19m/S: speed pressure 385N/m 2
风速20m/S:速度压426N/m2 Wind speed 20m/S: speed pressure 426N/m 2
关于帐篷上吹力,如图12的帐篷上吹力对比表所示,原有型人字形屋顶类型的帐篷上吹力最大,接着是梯形屋顶类型(无薄板盖子)的帐篷上吹力,而梯形屋顶类型(有薄板盖子)的帐篷上吹力最小。Regarding the blowing force on the tent, as shown in the tent blowing force comparison table in Figure 12, the tent with the original gable roof type has the highest blowing force, followed by the tent with the trapezoidal roof type (without sheet cover), and the tent with the trapezoidal roof type (without sheet cover) Trapezoidal roof types (with sheet covers) have the least amount of blowing force on tents.
关于改善率,与原有型人字形屋顶类型相比,梯形屋顶类型无盖时为74.5%,有盖时为72.4~66.0%,上吹力大约降低了45%左右。Regarding the improvement rate, compared with the conventional gable roof type, the trapezoidal roof type is 74.5% without a cover, and 72.4~66.0% with a cover, and the upward blowing force is reduced by about 45%.
另外,关于风上侧上吹力,如图13的风上侧上吹力对比表所示,原有型人字形屋顶类型的帐篷上吹力最大,接着是梯形屋顶类型(无薄板盖子)的帐篷上吹力,而梯形屋顶类型(有薄板盖子)的帐篷上吹力最小。In addition, regarding the upward blowing force of the wind, as shown in the comparison table of the upward blowing force of the wind in Figure 13, the upper blowing force of the traditional gable roof type tent is the largest, followed by the trapezoidal roof type (without sheet cover) Blowing force on the tent, and the least blowing force on the trapezoidal roof type (with a sheet cover) tent.
此外,与原有型人字形屋顶类型在风速为10m/s时就会翻倒的情况相比,梯形屋顶类型(无薄板盖子及有薄板盖子)在风速为13m/s时才会翻倒。In addition, the trapezoidal roof type (without sheet cover and with sheet cover) will fall only at a wind speed of 13m/s, compared to the conventional gable roof type which would fall over at a wind speed of 10m/s.
本发明具有如下的效果The present invention has the following effects
1.本发明的侧风应对型野外帐篷,由于帐篷的垂直截面积减少,所以受侧风所引起的风压也减少,这样就实现了即使受到突如其来的强烈侧风也能够应对的野外帐篷。1. In the cross-wind-resistant field tent of the present invention, since the vertical cross-sectional area of the tent is reduced, the wind pressure caused by the cross-wind is also reduced, so that a field tent that can cope with a sudden strong cross-wind is realized.
2.本发明的侧风应对型野外帐篷,由于压低了帐篷高度,所以就能构筑安全性高、进深长、地板面积大的帐篷了。2. The crosswind-resistant field tent of the present invention can build a tent with high safety, long depth and large floor area because the height of the tent is lowered.
3.本发明的侧风应对型野外帐篷,由于能够压低帐篷高度,所以在桥梁下的河岸地等上部存在建筑物,通常情况下无法使用野外帐篷的地方,野外帐篷的使用机会也会增加。3. The crosswind-resistant field tent of the present invention can reduce the height of the tent, so the chances of using the field tent will increase in places where there are buildings on the river bank under the bridge and where the field tent cannot be used normally.
4.本发明的侧风应对型野外帐篷,当突如其来的风或强风吹入到帐篷内时,覆盖在帐篷屋顶上由相邻配置的1个或者多个孔组成的通风口、以及侧面上设置的通风口外面部的盖子会自动打开,由此就能够防止由突如其来的风或强风引起的帐篷的坍塌及上浮,随之也就减少了对人的危害。4. In the field tent of the crosswind response type according to the present invention, when sudden wind or strong wind blows into the tent, the ventilation opening consisting of one or more adjacently arranged holes on the roof of the tent and the side surface are provided. The cover on the outside of the air vent will be automatically opened, thereby preventing the tent from collapsing and floating due to sudden wind or strong wind, thereby reducing the harm to people.
5.通风口的盖子的左右端缘,介由以折皱而伸缩自由地构成的防水薄板固定在帐篷上的侧风应对型野外帐篷中,在敞开通风口时,能够防止雨水从通风口的左右两端流入。5. The left and right edges of the cover of the air vent are fixed on the tent through a waterproof sheet that can be freely stretched and contracted by folding. Inflow at both ends.
6.由于多个孔和孔之间残留的帐篷部分的张力,维持着帐篷的形状,所以就不会产生通风口附近的帐篷下垂这样的问题,并且能够防止设置在通风口外面部的盖子陷入到帐篷内。6. Due to the tension of the tent part remaining between the holes, the shape of the tent is maintained, so there is no such problem that the tent near the air vent sags, and it is possible to prevent the cover placed on the outside of the air vent from sinking into the tent.
Claims (13)
Applications Claiming Priority (2)
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JP378414/2002 | 2002-12-26 | ||
JP2002378414 | 2002-12-26 |
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CN1732321A true CN1732321A (en) | 2006-02-08 |
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CN200380107587.6A Pending CN1732321A (en) | 2002-12-26 | 2003-12-26 | Crosswind Response Type Field Tent |
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US (1) | US20050081904A1 (en) |
EP (1) | EP1577462A1 (en) |
JP (1) | JP3797377B2 (en) |
KR (1) | KR20050089852A (en) |
CN (1) | CN1732321A (en) |
AU (1) | AU2003292712A1 (en) |
BR (1) | BR0317213A (en) |
WO (1) | WO2004059106A1 (en) |
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CN107047134A (en) * | 2017-05-17 | 2017-08-18 | 天津大学 | A kind of greenhouse structure making-up air device |
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- 2003-12-26 EP EP03768361A patent/EP1577462A1/en not_active Withdrawn
- 2003-12-26 JP JP2004562960A patent/JP3797377B2/en not_active Expired - Fee Related
- 2003-12-26 CN CN200380107587.6A patent/CN1732321A/en active Pending
- 2003-12-26 WO PCT/JP2003/017028 patent/WO2004059106A1/en not_active Application Discontinuation
- 2003-12-26 AU AU2003292712A patent/AU2003292712A1/en not_active Abandoned
- 2003-12-26 US US10/501,091 patent/US20050081904A1/en not_active Abandoned
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CN104258516A (en) * | 2014-10-14 | 2015-01-07 | 中国中元国际工程有限公司 | Cover type protective device for fire-fighting operations |
CN104258516B (en) * | 2014-10-14 | 2017-02-22 | 中国中元国际工程有限公司 | Cover type protective device for fire-fighting operations |
CN107047134A (en) * | 2017-05-17 | 2017-08-18 | 天津大学 | A kind of greenhouse structure making-up air device |
CN108684340A (en) * | 2018-07-25 | 2018-10-23 | 青岛市农业科学研究院 | A kind of sweet potato storage cellar |
Also Published As
Publication number | Publication date |
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JP3797377B2 (en) | 2006-07-19 |
EP1577462A1 (en) | 2005-09-21 |
WO2004059106A1 (en) | 2004-07-15 |
KR20050089852A (en) | 2005-09-08 |
JPWO2004059106A1 (en) | 2006-04-27 |
US20050081904A1 (en) | 2005-04-21 |
BR0317213A (en) | 2005-11-01 |
AU2003292712A1 (en) | 2004-07-22 |
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