JP2014096992A - Rain shelter house for flat shelf and installation method for the same - Google Patents

Abstract

PROBLEM TO BE SOLVED: To substantially reduce material costs and assembly costs by simplification of leg structures.SOLUTION: A rain shelter house for a flat shelf comprises: a roof structure; and leg structures 50 for supporting the roof structure at a required height. The leg structures 50 include: side part pipe supports 51 erected on the ground at a predetermined interval in a front/rear direction along right and left peripheral lines 4 of the flat shelf to support right and left end parts 41 of the roof structure; fixing means 60 for fixing each side part pipe support 51 to the respective peripheral line 4 such that the right and left side part pipe supports 51 disposed along the peripheral lines 4 hold a straight line; support tension wires 70 for tension-fastening between upper parts of the side part pipe supports 51 opposite to each other at the right and left sides; and pipe beams 55 for fixing between the upper parts of the side part pipe supports 51 at right and left sides, end parts 41 of the roof structure being fixed to the pipe beams 55.

Description

  The present invention relates to a rain shelter house for a flat shelf applied to a flat shelf field for cultivating fruit trees such as strawberries, kiwis, pears, plums, and the like, and a method for installing the same.

  In the field for cultivating fruit trees such as persimmons, kiwis, pears, plums, etc., it has been practiced to use flat shelves in the past. It has advantages such as excellent workability.

  10 to 13 show an example of a flat shelf 1 provided in a rectangular field, and each side of the rectangular field has, for example, about 45 ° from the inside to the outside as shown in FIG. An inclined column 2 having an inclination angle of is fixed at a required interval. Usually, a plurality of inclined columns 2 are fixedly provided at equal intervals of about 2200 mm on each side of the field. The inclined column 2 is generally made of concrete and is fixed with its lower end buried in the ground. In addition, the corner portion of the field is provided with an inclined column 2 ′ so as to divide the corner portion into two equal parts in a plan view. It is installed at the corner.

  As shown in FIG. 13, step portions 3 and 3 ′ are formed on the outer and inner sides of the field at the upper end of each inclined column 2 (2 ′). The peripheral line 4 is fitted, and the peripheral line 4 secures the upper ends of all the inclined columns 2 so as to be surrounded from the periphery with a predetermined tension. For the peripheral wire 4, for example, a wire-like wire made by twisting seven fruit tree steel wires having a diameter of 2 mm is used.

  Further, a down line 5 is attached to the step 3 'inside the upper end of each inclined column 2 and is attached to the upper end of the inclined column 2 by multiple times, and the lower end of the down line 5 is in the ground. The anchor 6 is fixed. The pull-down line 5 prevents the inclined column 2 from being raised (received from being beaten) by the tension acting on the peripheral line 4. The pull-down wire 5 is formed by twisting seven fruit tree steel wires in the same manner as the surrounding wire 4.

  As shown in FIGS. 10 and 12, a tension line 7a extending in the left-right direction and a tension line 7b extending in the depth direction are tightened and tightened between the inclined columns 2 provided on the two opposite sides of the rectangular field. The left and right tension lines 7a and the depth direction of the tension lines 7b are arranged so as to be alternately knitted in a net shape. Accordingly, grids with an interval of 2200 mm are formed at the height position of the upper end of the inclined column 2 in the field. For example, the wire 7a, 7b is a wire formed by twisting, for example, three fruit tree steel wires.

  Further, between each of the left and right tension lines 7a and 7b in the depth direction, a small tension line 8a and a depth in the left and right direction, which are fastened with tension between the opposing peripheral lines 4 at an interval of about 30 to 40 mm. Directional small wire 8b is provided. The small wire 8a, 8b is a single fruit steel wire, and the small wire 8a, 8b is disposed above the wire 7a, 7b.

  The small stretched wires 8a and 8b form a grid having a small interval of about 300 to 400 mm, and the small shelf forms a flat shelf 1 that supports branches extending in the horizontal direction of the fruit tree. Further, as shown in FIG. 10, a vertical intermediate column 9 that supports the tension wires 7a and 7b is provided at a required position where the tension wires 7a and 7b intersect.

  On the other hand, FIG. 14 and FIG. 15 show an example of a rain guard house that has been practiced conventionally. As shown in the front view of FIG. 14, this rain protection house has a mountain-shaped portion 42 in which both left and right end portions 41 are curved downward and the left and right intermediate portions protrude in an arch shape. 15, the roof structure 40 is extended in the front-rear direction (depth direction), and the leg structure 50 is used to support the roof structure 40 at a required height.

  The roof structure 40 shown in FIG. 14 shows a case where three roof structures 40a, 40b, and 40c are provided side by side on the left and right sides, and a valley 43 formed by an end 41 is provided between the roof structures 40a, 40b, and 40c. Is formed. 44 is a plurality of arch pipes arranged in the depth direction constituting the roof structure 40, 45 is a plurality of roof girder pipes extending in the depth direction to fix the plurality of arch pipes 44, and 46 is an arch pipe of the roof structure 40 A plurality of reinforcing pipes provided in the vertical direction for fixing 44 to a pipe beam 53 of a leg structure 50 to be described later. Both end portions 41 in the left-right direction of the roof structure 40 are both end portions in the left-right direction of the arch pipe 44. The arch pipe 44, the roof girder pipe 45 and the reinforcing pipe 46 are constituted by thin steel pipe pipes having a diameter of 20 mm to 22 mm, for example.

  14 and 15 show the case where the three roof structures 40a, 40b, and 40c arranged side by side are supported. The left end 41 of the leftmost roof structure 40a and the rightmost edge structure 50 are shown. It has a side pipe column 51 that supports the right end 41 of the roof structure 40c, and an inner pipe column 51 ′ that supports the end 41 of the valley 43 formed by the roof structures 40a, 40b, and 40c. A front (frontmost) support leg frame 52a which is a part of the leg structure 50 is formed. The mutual space | interval of the said side part pipe support | pillar 51 and inner side pipe support | pillar 51 'has shown the case where it is 5000 mm, for example.

  As shown in FIG. 15, support leg frames 52b, 52c,... Having the same configuration as the support leg frame 52a have an interval of, for example, 3000 mm behind the front support leg frame 52a in FIG. Are arranged in multiple stages.

  Between the side pipe struts 51 and the inner pipe struts 51 ′ in the support leg frames 52a, 52b, 52c... At each stage are fixed by pipe beams 53 extending in the left-right direction. Further, pipe struts 54 that extend incline in the left-right direction between the upper ends of the side pipe struts 51 and the lower ends of the inner pipe struts 51 ′ in the support leg frames 52a, 52b, 52c. It is fixed.

  Further, the upper ends of the side pipe columns 51 provided in the supporting leg frames 52a, 52b, 52c,... Of each stage are fixed by a pipe girder 55 extending in the front-rear direction as shown in FIG. Yes.

  Therefore, the leg structure 50 is constituted by the side pipe strut 51, the inner pipe strut 51 ′, the pipe beam 53, the pipe bracing 54, the pipe girder 55 and the pipe bracing 56. The side pipe strut 51, the inner pipe strut 51 ′, the pipe beam 53, the pipe bracing 54, the pipe girder 55, and the pipe bracing 56 are made of, for example, a steel pipe pipe having a diameter of 48.6 mm.

  Then, by fixing the left and right end portions 41 of the roof structure 40 on the pipe girders 55 on the side pipe struts 51 and the inner pipe struts 51 ′ of the leg structure 50 assembled as described above, FIG. 15 is constructed. Although not shown, a rain protection sheet (vinyl sheet) is installed on the upper surface of the roof structure 40a, 40b, 40c. Further, a trough (not shown) can be provided in the valley portion 43 of the roof structure 40a, 40b, 40c.

  The above-described rain shelter house is resistant to strong winds and is not deformed or damaged or moved, so that the side pipe strut 51 and the inner pipe strut 51 ′ having a large diameter such as 48.6 mm are used. The leg structure 50 having high rigidity and strength is assembled using the pipe beam 53, the pipe bracing 54, the pipe beam 55, and the pipe bracing 56.

  Fruit trees that are cultivated in the open field using the flat shelf 1 shown in FIGS. 10 to 13 are strongly affected by the weather. For example, problems such as damage to fruit trees and fruits, deterioration in fruit quality, and susceptibility to disease have arisen due to recent extreme weather such as torrential rain and abnormally high temperatures.

  In particular, when there is rainfall during the flowering period, it is known that a flower or tree leaf gets wet and a fruit called late rot rots at the harvest time. When late rot occurs, it is necessary to thin out the rotten fruit, which requires a great deal of work for the thinning operation, and there is a problem that the yield of the fruit is greatly reduced. In addition, the quality of the fruit will be reduced, which is a serious problem for fruit farmers.

  In addition, if the leaves get wet due to rain even during periods other than the flowering season, illness due to moisture is likely to occur, so disinfection is carried out after the rain, but the number of disinfections performed each time the rain increases increases the cost. Had the problem of increasing.

  Therefore, in order to reduce the damage caused by rainfall, a rain guard house as shown in FIGS. 14 and 15 is installed in a field having a flat shelf 1 as shown in FIGS. It is considered to reduce the occurrence of problems due to rain.

  As an example of this type of prior art, there is a fruit tree shelf device in which a flat shelf is movable to improve workability (see Patent Document 1). In addition, there is a rain guard house for fruit trees having a ventilation opening at the top (see Patent Document 2).

Japanese Patent Laid-Open No. 05-153876 Japanese Utility Model Publication No. 06-086441

  However, when the rain guard house shown in FIGS. 14 and 15 or the fruit tree rain guard house shown in Patent Document 2 is applied to the flat shelf 1 as shown in FIGS. 10 to 13, the rain guard house has high rigidity and strength. A large number of strength members such as side pipe struts 51, inner pipe struts 51 ', pipe beams 53, pipe bracing 54, pipe girders 55 and pipe bracing 56, etc. Therefore, there is a problem that the material cost increases because the number of strength members increases. Furthermore, it is very difficult to carry a large number of long and heavy strength members (pipes) into the field where the fruit trees are planted, and to carry them around and install them. There are increasing problems. Therefore, since the rain shelter house is expensive, fruit farmers have a problem that it is difficult to adopt it even if they want to install a rain shelter house.

  The present invention has been made in view of the above-described conventional problems, and it is intended to provide a rain shelter house for a flat shelf and a method for installing the same so that the structure of the leg structure can be simplified to significantly reduce the material cost and the assembly cost. It is what.

The present invention comprises a plurality of inclined struts arranged so as to surround a field of fruit trees and inclined from the inside to the top of the field, a peripheral line extending so as to surround the upper end of the inclined strut, A flat shelf rain guard house installed in a field provided with a flat shelf having a tension line stretched between opposite sides of the surrounding line,
A roof structure in which both ends in the left-right direction are curved downward and a left-right middle part protrudes in an arch shape, the mountain-shaped part extends in the front-rear direction, and a rain protection sheet is installed on the upper surface; A leg structure for supporting the roof structure at a required height;
The leg structure has side pipe struts erected on the ground with a predetermined interval in the front-rear direction along the peripheral lines on the left and right sides of the flat shelf to support the left and right ends of the roof structure,
Fixing means for fixing each side pipe column to the peripheral line so that the left and right side pipe columns arranged along the peripheral line maintain a straight line;
A support tension wire for tension fastening between the upper parts of the side pipe struts facing each other on the left and right sides;
A pipe girder that fixes the upper end of each side pipe strut on the left and right sides, and
According to the present invention, there is provided a rain shelter for a flat shelf, wherein an end of the roof structure is fixed on the pipe girder.

  In the rain shelter house for a flat shelf, the fixing means may include a spacer that is held at a distance between the side pipe column and the peripheral line.

  Moreover, in the rain shelter house for a flat shelf, it is preferable that the fixing means has an adjustment bolt that is attached to the side pipe column and can adjust a distance between the side pipe column and the peripheral line.

  Moreover, in the rain shelter house for a flat shelf, it is preferable that a roof fixture is provided on the pipe girder, and an end of the roof structure is fixed to the roof fixture.

  Moreover, in the rain shelter house for a flat shelf, the leg structure has an inner pipe support for supporting an end portion where a valley portion is formed between the roof structures when a plurality of the roof structures are provided. Is preferred.

  Moreover, in the rain shelter for a flat shelf, it is preferable to provide a gutter provided with a fixture for supporting the end of the roof structure at the upper end of the inner pipe column.

The present invention comprises a plurality of inclined struts arranged so as to surround a field of fruit trees and inclined from the inside to the top of the field, a peripheral line extending so as to surround the upper end of the inclined strut, An installation method of a rain shelter for flat shelves installed in a field provided with a flat shelf having a tension line stretched between opposite sides of a surrounding line,
A roof structure in which both ends in the left-right direction are curved downward and a left-right middle part protrudes in an arch shape, the mountain-shaped part extends in the front-rear direction, and a rain protection sheet is installed on the upper surface;
A leg structure having at least side pipe struts for supporting left and right ends of the roof structure;
The side pipe is erected on the ground with a predetermined interval in the front-rear direction along the peripheral line on the left and right sides of the flat shelf,
Fixing to the surrounding line through a fixing means so that each side pipe column erected on the left and right sides keeps a straight line,
Tighten and fasten between the upper ends of the side pipe struts facing each other on the left and right sides with a support tension line,
Fix the space between the upper ends of the left and right side pipe struts with pipe girders,
An end of the roof structure is fixed on the pipe girder.

  According to the present invention, since the structure of the leg structure can be simplified and the strength can be maintained, it is possible to provide an excellent effect that it is possible to provide a rain shelter house for a flat shelf that greatly reduces the material cost and the assembly cost.

It is a front view which shows a part of one Example of the leg structure of the rain shelter house for flat shelves of this invention. It is the top view which looked at FIG. 1 from the II-II direction. (A) is the side view which looked at FIG. 1 from the IIIA-IIIA direction, (b) The side view which looked at FIG. 1 from the IIIB-IIIB direction. (A) is a side view showing another example of the fixing means, (b) is a cut plan view of (a) seen from the IVB-IVB direction, and (c) is a spacer seen from the IVC-IVC direction. FIG. It is a side view which shows the Example which installed the side part pipe support | pillar inside the surrounding line. (A) is the front view which shows the state which supported the eaves by the inner side pipe support, (b) is the side view which looked at (a) from VIB-VIB direction, (c) is the edge part of the roof structure attached to the eaves. It is a front view of the fixture to support. It is a front view which shows an example of the rain guard of this invention applied to a flat shelf. It is the side view which looked at FIG. 7 from the VIII-VIII direction. It is a top view which shows a part of state which installed the leg structure of the rain guard of this invention in the flat shelf. It is a top view which shows a part of flat shelf implemented conventionally. It is the front view which looked at FIG. 10 from the XI-XI direction. It is the top view which expanded and showed a part of FIG. It is a side view of the inclination support | pillar with which the conventional flat shelf is equipped. It is a front view which shows an example of the conventional rain protection house. It is the side view which looked at FIG. 14 from the XV-XV direction.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings.

  7, 8, and 9 show an example of the rain guard house of the present invention applied to a flat shelf. The rain guard house has a roof structure 40 on which a rain guard sheet (vinyl sheet) is installed, and the roof. A leg structure 50 is used to support the structure 40 at a required height.

  The roof structure 40 shown in FIG. 7 shows a case where three roof structures 40a, 40b, and 40c are arranged side by side on the left and right. 14 and 15, the roof structure 40 includes a plurality of arch pipes 44 arranged in the depth direction, and a plurality of roof girder pipes 45 extending in the depth direction and fixing the plurality of arch pipes 44. 14 is formed, but the reinforcing pipe 46 extending in the longitudinal direction is not provided to hold the arch as shown in FIG. 14, and the reinforcing steel 46 is inclined obliquely to the arch pipe 44 as shown in FIG. The arch shape is maintained by stretching the wire 47, and the weight of the roof structure 40 is reduced by this structure. Further, a ventilation hole 48 is provided at the top of the mountain-shaped portion 42 in the roof structure 40, and the air that has become hot in the rain protection house is naturally discharged to the outside through the ventilation hole 48. ing. The vent hole 48 is formed by a frame 49 so that the left and right apexes of the mountain-shaped portion 42 are vertically overlapped (wrapped) with each other, so that raindrops blow into the rain guard house from the vent hole 48. Is preventing.

  The leg structure 50 that supports the roof structures 40a, 40b, and 40c is a side pipe column that supports the left end 41 of the leftmost roof structure 40a and the right end 41 of the rightmost roof structure 40c in FIG. 51 and an inner pipe strut 51 ′ that supports the end 41 of the valley 43 formed by the roof structures 40a, 40b, and 40c, and supports the front surface (frontmost stage) that is a part of the leg structure 50 A leg frame 52a is configured. The mutual space | interval of the said side part pipe support | pillar 51 and inner side pipe support | pillar 51 'has shown the case where it is 5000 mm, for example.

  As shown in FIG. 8, support leg frames 52b, 52c,... Having the same configuration as the support leg frame 52a have a spacing of, for example, 3000 mm behind the support leg frame 52a in the foremost stage of FIG. Are arranged in multiple stages.

  On the outside of the peripheral line 4 on the left and right sides (only the right side is shown in FIG. 9) of the flat shelf shown in FIG. 9, side pipe columns 51 are erected on the ground with a spacing of 3000 mm, A side pipe column 51 and an inner pipe column 51 ′ are erected on the ground outside the peripheral line 4 on the front and rear sides (only the front portion is shown in FIG. 9) of the flat shelf in FIG.

  The side pipe struts 51, and the side pipe struts 51 and the inner pipe struts 51 ′ are connected to the peripheral line 4 via the fixing means 60 shown in FIGS. It is fixed. Here, if the side pipe struts 51 and the side pipe struts 51 and the inner pipe struts 51 ′ are not fixed in a straight line, installation work when installing the roof structure 40 on the leg structure 50 is performed. In addition to being troublesome, there is a possibility that stress may concentrate on some of the side pipe columns 51 and the like, and further, there is a problem that the quality of the external shape of the rain guard is lowered. Therefore, it is very important to fix the side pipe struts 51 and the side pipe struts 51 and the inner pipe struts 51 ′ in a straight line.

  On the other hand, as shown in FIGS. 2 and 9, the peripheral line 4 is pulled inward by the tension lines 7a and 7b and the small tension lines 8a and 8b, so that it bends inward between the inclined columns 2. It has a shape. Further, for example, with respect to the inclined column 2 installed at an interval of 2200 mm, the distance between the side pipe columns 51 on the left and right sides is 3000 mm, and the side pipe columns 51 and the inner pipe columns 51 ′ on the front and rear sides are arranged. Since the mutual distance between them is 5000 mm, when the side pipe strut 51 and the inner pipe strut 51 'are fixed to the peripheral line 4 so as to be in a straight line, the peripheral line 4, the side pipe strut 51 and the inner side Different intervals are formed between the pipe struts 51 '.

  Therefore, when the left and right side pipe struts 51 and the front and rear side pipe struts 51 and the inner pipe struts 51 'are arranged in a straight line, the side part located on the outermost side on the left and right and front and rear sides of the field. The pipe strut 51 or the inner pipe strut 51 ′ is fixed by using a fixing means 60 including a hook band 61 shown in FIGS. 2 and 3A.

  The case where the side pipe column 51 is fixed to the peripheral line 4 using the hook band 61 shown in FIGS. 2 and 3A will be described. The hook band 61 is formed by extending a hook 62 on the side. And is fixed to the side pipe column 51 via a fixing bolt 63. Then, after the peripheral wire 4 is fitted to the hook 62 of the hook band 61, the side pipe column 51 is fixed to the peripheral wire 4 by hitting and deforming the hook 62 as shown in FIG. To do. Further, as shown in FIG. 2, the side pipe column 51 is fixed so as not to move in the longitudinal direction of the peripheral line 4 by winding a winding clip 64 made of steel wire around the peripheral line 4 via the hook 62. ing. Further, in the vicinity of the side pipe column 51 fixed to the peripheral line 4, an auxiliary tension line 66 having a turnbuckle 65 is tightened and fastened between the two peripheral lines 4 facing each other. .

  On the other hand, as shown in FIGS. 2 and 3B, the side pipe column 51 arranged at a position having a gap between the bent peripheral line 4 and the peripheral line 4 and the side pipe column 51. The short pipe 67 having a length corresponding to the interval is installed between the two pipes and wound around the outer periphery of the side pipe column 51 through the tip of the fixed line 66 ′ from the lower side of the peripheral line 4 into the short pipe 67. The side pipe column 51 is fixed to the peripheral line 4 through the short pipe 67 by guiding the pipe from the upper side of the peripheral line 4 through the short pipe 67 and winding it around the other end of the fixed line 66 ′. Yes. In the example of FIGS. 2 and 3B, the other end of the fixed line 66 ′ is connected to the peripheral line 4 on the other side facing the side pipe column 51 via the turnbuckle 65 shown in FIG. By tightening and fastening, the auxiliary tension line 66 is obtained.

  FIG. 4 shows another example of the fixing means 60. In FIG. 4, the length of the overhanging portion 62a to the side of the hook 62 of the hook band 61 is long, and the upper end of the overhanging portion 62a is bent upward. An adjustment bolt 68 is provided on the rising portion 62b. A substantially U-shaped spacer 69 is provided so as to hang from the upper side so as to straddle the overhanging portion 62a. Then, the peripheral wire 4 is placed on the overhanging portion 62a so as to be fitted to the hook 62, and a spacer 69 is sandwiched between the peripheral wire 4 and the hook band 61 and tightened with an adjusting bolt 68. The side pipe column 51 is fixed to the peripheral line 4. At this time, the adjusting bolt 68 is preferably arranged so as to push the upper side of the center of the diameter of the peripheral line 4.

  As shown in FIG. 8, the upper ends of the side pipe struts 51 on the left and right sides of the support leg frames 52b, 52c... Arranged in the front-rear direction are fixed by pipe girders 55 extending in the front-rear direction.

  Further, as shown in FIGS. 1, 3, and 7, hook bands 61 are fixed to the side pipe columns 51 at positions below the pipe girders 55, and are fixed to the fixing bolts 63 of the hook bands 61. A support tension line 70 is provided for tensioning and fastening the upper ends of the side pipe struts 51 facing left and right via the turnbuckle 65. Therefore, the leg support frames 52b, 52c,... Arranged so as to face the left and right sides of the field are horizontally moved by two-stage tension lines of the lower auxiliary tension line 66 and the upper support tension line 70. It is concluded.

  At this time, when the inner pipe strut 51 ′ is provided inside the side pipe strut 51 as shown in FIG. 7, the upper end side of the inner pipe strut 51 ′ is shown in FIG. The support tension wire 70 is supported by the hook 62 of the hook band 61 fixed to the hook band 61, and the auxiliary tension wire 66 is supported by the hook 62 of another hook band 61 fixed to the lower portion of the hook band 61. Yes. The hook band 61 includes one having one hook 62 as shown in FIG. 2 and one having two or more hooks 62 as shown in FIG.

  Further, as shown in FIG. 8, in the supporting leg frames 52b, 52c... Arranged in the front-rear direction, the lower portions of the pipe girders 55 of the side pipe struts 51 are disposed in the front-rear direction via the hook bands 61. Side tension lines 71 are provided to be tightened and fastened.

  The pipe girder 55 provided at the upper end of the left side side pipe column 51 is provided with a roof fixture 72, and the end 41 of the roof structure 40 (the end of the arch pipe 44) is connected to the roof fixture 72. It can be inserted and fixed.

  Further, as shown in FIG. 6, a flange 73 extending in the front-rear direction is fixed to the upper end of the inner pipe column 51 ′ by a fixing tool 74, and the roof structure 40 is disposed at a required interval position of the flange 73. A fixture 75 for inserting and fixing the end 41 (the end of the arch pipe 44) is fixed.

  In the above embodiment, the fixing means 60 for fixing the side pipe column 51 to the outside of the peripheral line 4 has been described. However, in FIG. 5, fixing when the side pipe column 51 is fixed to the inside of the peripheral line 4 is performed. An embodiment of the means 60 'is shown.

  The fixing means 60 ′ of FIG. 5 has a long extension part 62a to the side of the hook 62 and rises upward from the tip of the extension part 62, like the hook band 61 of FIG. An adjustment bolt 68 is provided on the upright portion 62b. Then, the peripheral pipe 4 is placed on the hook 62 of the hook band 61 of the side pipe strut 51 arranged inside the peripheral line 4 and the tightening of the adjusting bolt 68 is adjusted to adjust the side pipe strut. An interval X between 51 and the peripheral line 4 can be arbitrarily adjusted. At this time, the adjusting bolt 68 is preferably arranged so as to push the upper side of the center of the diameter of the peripheral line 4. Since the upper portion of the side pipe column 51 in FIG. 5 is tensioned inward (right side) by the support tension wire 70, the tip of the adjustment bolt 68 is fixed in close contact with the peripheral line 4.

  Next, the operation of the above embodiment will be described.

  To install the rain shelter for flat shelves of the present invention on the existing flat shelves, first, as shown in FIG. 9, the left and right side pipe struts 51, and the front and rear side pipe struts 51 and the inside The pipe struts 51 ′ are erected on the ground so as to be straight along the peripheral line 4. Then, using the fixing means 60 having the hook band 61 or the short pipe 67 shown in FIG. 1 to FIG. 3 or FIG. 4, the left and right side pipe struts 51, and the front and rear side pipe struts 51 and It fixes to the surrounding line 4 so that inner pipe support | pillar 51 'may become a straight line, respectively.

  Then, as shown in FIG. 8, the upper ends of the side pipe struts 51 on the left and right sides of the support leg frames 52b, 52c... Arranged in the front-rear direction are fixed by pipe girders 55 extending in the front-rear direction. As shown in FIG. 6, a collar 73 is fixed to the upper end of the inner pipe support 51 ′.

  Between the upper ends of the side pipe struts 51 fixed to the peripheral lines 4 that face each other on the left and right sides, a tension is provided via a hook band 61 by a support tension line 70 extending in the left-right direction shown in FIGS. 3 and 7. . Further, as shown in FIGS. 2 and 3, at the lower position of the support tension wire 70, the surrounding peripheral wires 4 are fastened to each other by the auxiliary tension wire 66 via the hook band 61.

  At this time, as shown in FIG. 6, the inner pipe strut 51 ′ provided so as to cross the support tension line 70 is provided with a hook band 61 on the inner pipe strut 51 ′, and the hook 62 of the hook band 61 is attached to the hook 62. The support tension wire 70 is supported. Further, another hook band 61 is provided on the inner pipe strut 51 ′ crossing the auxiliary tension line 66, and the auxiliary tension line 66 is supported by the hook 62 of the hook band 61.

  Further, as shown in FIG. 8, the lower position of the pipe beam 55 of each side pipe column 51 in the support leg frames 52 b, 52 c. 71 is tightened with each other.

  A roof fixture 72 for fixing the end 41 (end of the arch pipe 44) of the roof structure 40 is installed on the pipe girder 55 provided at the upper end of the left side side pipe column 51. Moreover, as shown in FIG. 6, a flange 73 extending in the front-rear direction is fixed to the upper end of the inner pipe column 51 ′ by a fixing tool 74, and an end 41 ( The fixture 75 for fixing the end part of the arch pipe 44 is fixed.

  Then, the roof structure 40 is fixed to the leg structure 50 so that the end 41 (the end of the arch pipe 44) is fitted to the roof fixture 72 provided on the pipe girder 55 and the fixture 75 provided on the flange 73. Install at the top of the. At this time, since the side pipe strut 51 and the inner pipe strut 51 ′ are arranged in a straight line, the work of installing the roof structure 40 on the leg structure 50 can be easily performed.

  As described above, the side pipe struts 51 on the left and right sides of the leg structure 50, and the front and rear side pipe struts 51 and the inner pipe strut 51 ′ are connected to the peripheral line 4 having high strength via the fixing means 60. Since it is fixed, the leg structure 50 can maintain high deformation strength. Accordingly, the left and right support tension lines 70 and auxiliary tension lines 66 for fastening the opposing side pipe struts 51 on the left and right sides, and the front and rear sides for fastening the side pipe struts 51 arranged in the front-rear direction on the left and right sides. The strength of the leg structure 50 can be maintained by a simple configuration including the side tension wires 71 in the direction.

  For this reason, in the conventional rain guard shown in FIGS. 14 and 15, the pipe beam 53, the pipe bracing 54, and the pipe bracing 56 constituted by the steel pipe pipe having a diameter of 48.6 mm can be omitted. The number of pipes that can be omitted corresponds to about 40% of all pipes constituted by steel pipe pipes having a diameter of 48.6 mm. In this way, since the required number of large-diameter strength members can be greatly reduced and the structure of the leg structure 50 can be simplified, it is possible to provide an inexpensive rain shelter for a flat shelf that greatly reduces material costs and assembly costs. it can. According to a trial calculation conducted by the inventor, it was found that the flat shelf rain guard of the present invention can be manufactured at about 60% of the cost of the conventional rain guard.

  Note that the present invention is not limited to the above-described embodiment, and the fixing means 60, 60 ′ may be other than the illustrated example as long as the side pipe strut 51 and the inner pipe strut 51 ′ can be fixed to the peripheral line 4. It goes without saying that various methods can be adopted and various changes can be made without departing from the scope of the present invention.

DESCRIPTION OF SYMBOLS 1 Flat shelf 2 Inclined column 2 'Inclined column 4 Peripheral line 7a, 7b Overhang line 8a, 8b Minor line 40 Roof structure 40a, 40b, 40c Roof structure 41 Left and right both ends (end)
42 Yamagata 43 Valley 50 Leg structure 51 Side pipe support 55 Pipe girder 60 Fixing means 60 'Fixing means 61 Hook band (fixing means)
64 Winding clip (fixing means)
66 'fixed line (fixing means)
67 Short pipe (fixing means)
68 Adjustment bolt (fixing means)
69 Spacer (Fixing means)
70 Supporting wire 73 樋 74 Fixing tool 75 Mounting tool

Claims (7)

A plurality of inclined struts arranged so as to surround the field of fruit trees and inclined from the inside to the outside of the field, a peripheral line extending so as to surround the upper end portion of the inclined strut, and the opposite of the peripheral line A rain shelter house for flat shelves installed in a field provided with a flat shelf having a tension line stretched between the sides to be
A roof structure in which both ends in the left-right direction are curved downward and a left-right middle part protrudes in an arch shape, the mountain-shaped part extends in the front-rear direction, and a rain protection sheet is installed on the upper surface; A leg structure for supporting the roof structure at a required height;
The leg structure has side pipe struts erected on the ground with a predetermined interval in the front-rear direction along the peripheral lines on the left and right sides of the flat shelf to support the left and right ends of the roof structure,
Fixing means for fixing each side pipe column to the peripheral line so that the left and right side pipe columns arranged along the peripheral line maintain a straight line;
A support tension wire for tension fastening between the upper parts of the side pipe struts facing each other on the left and right sides;
A pipe girder that fixes the upper end of each side pipe strut on the left and right sides, and
A flat shelf rain shelter house, wherein an end of the roof structure is fixed on the pipe girder.   2. The rain shelter for a flat shelf according to claim 1, wherein the fixing means includes a spacer that is held at a distance between the side pipe column and the peripheral line.   2. The rain shelter for a flat shelf according to claim 1, wherein the fixing means includes an adjustment bolt which is attached to the side pipe column and can adjust a distance between the side pipe column and the peripheral line.   The flat shelter rain shelter house according to any one of claims 1 to 3, wherein the pipe girder includes a roof fixture, and an end of the roof structure is fixed to the roof fixture.   The said leg structure has an inner pipe support | pillar for supporting the edge part in which a trough part is formed between these roof structures, when the said roof structure is provided with two or more. The rain shelter for flat shelves according to any one of the above.   6. The flat shelf rain shelter house according to claim 5, wherein a gutter having a fixture for supporting an end portion of the roof structure is provided at an upper end portion of the inner pipe column. A plurality of inclined struts arranged so as to surround the field of fruit trees and inclined from the inside to the outside of the field, a peripheral line extending so as to surround the upper end portion of the inclined strut, and the opposite of the peripheral line A method of installing a rain shelter for flat shelves to be installed in a field provided with a flat shelf having a tension line stretched between the sides to be
A roof structure in which both ends in the left-right direction are curved downward and a left-right middle part protrudes in an arch shape, the mountain-shaped part extends in the front-rear direction, and a rain protection sheet is installed on the upper surface;
A leg structure having at least side pipe struts for supporting left and right ends of the roof structure;
The side pipe is erected on the ground with a predetermined interval in the front-rear direction along the peripheral line on the left and right sides of the flat shelf,
Fixing to the surrounding line through a fixing means so that each side pipe column erected on the left and right sides keeps a straight line,
Tighten and fasten between the upper ends of the side pipe struts facing each other on the left and right sides with a support tension line,
Fix the space between the upper ends of the left and right side pipe struts with pipe girders,
An installation method of a rain shelter house for a flat shelf, wherein an end of the roof structure is fixed on the pipe girder.

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