JP7357129B2 - Method for manufacturing a simple structure with a folded plate roof - Google Patents

Method for manufacturing a simple structure with a folded plate roof Download PDF

Info

Publication number
JP7357129B2
JP7357129B2 JP2022127999A JP2022127999A JP7357129B2 JP 7357129 B2 JP7357129 B2 JP 7357129B2 JP 2022127999 A JP2022127999 A JP 2022127999A JP 2022127999 A JP2022127999 A JP 2022127999A JP 7357129 B2 JP7357129 B2 JP 7357129B2
Authority
JP
Japan
Prior art keywords
folded plate
support frame
construction jig
base
simple structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2022127999A
Other languages
Japanese (ja)
Other versions
JP2023053898A (en
Inventor
一臣 岡田
哲也 松井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sankyo Tateyama Inc
Original Assignee
Sankyo Tateyama Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sankyo Tateyama Inc filed Critical Sankyo Tateyama Inc
Priority to JP2022127999A priority Critical patent/JP7357129B2/en
Publication of JP2023053898A publication Critical patent/JP2023053898A/en
Application granted granted Critical
Publication of JP7357129B2 publication Critical patent/JP7357129B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

本発明は、折板屋根を有する簡易構造物の製造方法に関する。 The present invention relates to a method for manufacturing a simple structure having a folded plate roof.

従来、折板屋根を有する簡易構造物の製造において、柱(例えば高さ2,700mm)の上端に架設された梁間に複数枚の折板(例えば重量40kg/枚)を架設及び位置決めする作業は、かなりの高所において重量物を扱うものであり施工作業者に相当な負荷がかかっているため施工を容易にしたいという要望があった。 Conventionally, in the production of simple structures with folded plate roofs, the work of erecting and positioning multiple folded plates (for example, weighing 40 kg/piece) between beams installed at the upper ends of columns (for example, 2,700 mm in height) was as follows: There was a desire to make the construction easier because the work involved handling heavy objects at considerable heights, which placed a considerable burden on the construction workers.

本発明は上記の点に鑑み、折板屋根を有する簡易構造物の、施工の容易な製造方法を提供することを目的とする。 In view of the above points, an object of the present invention is to provide a method for manufacturing a simple structure having a folded plate roof, which is easy to construct.

本発明の折板屋根を有する簡易構造物の製造方法は、簡易構造物と、折板の施工治具とを備え、簡易構造物は、前後方向に離隔して立設された前側支持フレームと後側支持フレームを有し、前側支持フレーム及び後側支持フレームは、柱の上端に梁を有し、梁に取り付けられたタイトフレームをそれぞれ有しており、施工治具は、タイトフレームを前後方向に跨いで着脱自在に取り付けられ、梁の上縁から縁部が前後方向にはみ出さないベースと、ベースの上部で前後方向に回転可能に支持されるローラーを有しており、ベースの縁部が、折板の先端をローラーに載置したときの円周上の接点と梁の上縁とを結ぶ直線よりもタイトフレーム側に位置するものであり、次の工程を有することを特徴とする折板屋根を有する簡易構造物の製造方法。
(1)折板の先端を一方の支持フレームの一方側の下方から持ち上げて傾けた状態で施工治具のローラーに載置する工程。
(2)折板を他方側へ送り出すことで、前側支持フレーム及び後側支持フレームの上方間に架設する工程。
A method for manufacturing a simple structure having a folded plate roof according to the present invention includes a simple structure and a folded plate construction jig, and the simple structure includes a front support frame that is erected at a distance from each other in the front and rear direction. The front support frame and the rear support frame each have a beam at the upper end of the column and a tight frame attached to the beam, and the construction jig supports the tight frame in the front and rear. It has a base that is removably attached across the beam and whose edges do not protrude from the upper edge of the beam in the front-rear direction , and a roller that is rotatably supported in the front-rear direction at the top of the base . The part is located closer to the tight frame than the straight line connecting the contact point on the circumference and the upper edge of the beam when the tip of the folded plate is placed on the roller, and is characterized by having the following process. A method for manufacturing a simple structure having a folded plate roof.
(1) The process of lifting the tip of the folded plate from below one side of one support frame and placing it on the roller of the construction jig in an inclined state.
(2) A step of constructing the folded plate between the front support frame and the rear support frame above by sending it out to the other side.

本発明の折板屋根を有する簡易構造物の製造方法によれば、折板の架設及びタイトフレームの剣先ボルトに対する位置決め作業が高所においても安定して容易に行え、施工性に優れる。 According to the method of manufacturing a simple structure having a folded plate roof according to the present invention, the work of erecting the folded plates and positioning the tight frame with respect to the tip bolts can be performed stably and easily even at high places, resulting in excellent workability.

前側支持フレームの梁に載置した施工治具の(a)は正面図、(b)は(a)のI-I断面図である。但し(b)で折板は省略する。(a) is a front view of the construction jig placed on the beam of the front support frame, and (b) is a sectional view taken along line II in (a). However, the folded plate is omitted in (b). 簡易構造物の(a)は正面図、(b)は側面図である。(a) is a front view of the simple structure, and (b) is a side view. 施工治具の斜視図である。It is a perspective view of a construction jig. 施工治具の三面図である。FIG. 3 is a three-sided view of the construction jig. 折板の斜視図である。It is a perspective view of a folded plate. 簡易構造物の施工手順の説明図である。It is an explanatory diagram of a construction procedure of a simple structure.

以下、本発明の実施の形態を図面に基づいて説明する。なお、以下の説明において前後及び左右とは、図1乃至図6に示す通りとする。図1乃至図6は本発明の簡易構造物の実施形態であって、折板屋根を有するカーポートとしたものである。図2は簡易構造物1の(a)正面図、(b)側面図であり、図1は図6(d)における梁12に載置した施工治具4の(a)正面図、(b)は(a)のI-I断面図である。但し図1(b)において折板3は省略してある。 Embodiments of the present invention will be described below based on the drawings. Note that in the following description, front and rear and left and right are as shown in FIGS. 1 to 6. 1 to 6 show embodiments of the simple structure of the present invention, which is a carport with a folded plate roof. 2 shows (a) a front view and (b) a side view of the simple structure 1, and FIG. 1 shows (a) a front view and (b) a construction jig 4 placed on the beam 12 in FIG. 6(d). ) is a sectional view taken along line II in (a). However, the folded plate 3 is omitted in FIG. 1(b).

簡易構造物1は、図2及び図6に示すように、前後方向に離隔して地面に立設された門型の前側支持フレーム10と後側支持フレーム20を有する。前側支持フレーム10は、左右一対の柱11a,11bと、柱11a,11bの上端間に架設された梁12と、梁12の上面に長手方向に沿って取り付けられたタイトフレーム13を有している。後側支持フレーム20は、左右一対の柱21a,21bと、柱21a,21bの上端間に架設された梁22と、梁22の上面に長手方向に沿って取り付けられたタイトフレーム23を有している。タイトフレーム13,23は、図1に示すように、折板3の断面形状に合わせた三角形が連続して並ぶ帯状のものであって、折板3を下方から支えるものである。タイトフレーム13,23の頂部にはそれぞれ、折板3を固定するための剣先ボルト15,25が先端を上方へ突出するように取り付けられている。折板3は図5に示されるように、山部31と谷部32とが交互に形成されたものであり、重量は約40kgである。折板3の山部31には、前側支持フレーム10及び後側支持フレーム20のタイトフレーム13,23の剣先ボルト15,25を挿通し固定するための取付孔33が前部と後部にそれぞれ4つずつ設けられている。折板3は、前側支持フレーム10及び後側支持フレーム20のタイトフレーム13,23に載置されて剣先ボルト15,25に固定されることで架設され、複数枚の折板3が左右方向に並んで架設されることで折板屋根となる。 As shown in FIGS. 2 and 6, the simple structure 1 has a gate-shaped front support frame 10 and a rear support frame 20 that are spaced apart from each other in the front-rear direction and stand on the ground. The front support frame 10 includes a pair of left and right columns 11a, 11b, a beam 12 installed between the upper ends of the columns 11a, 11b, and a tight frame 13 attached to the upper surface of the beam 12 along the longitudinal direction. There is. The rear support frame 20 includes a pair of left and right columns 21a and 21b, a beam 22 installed between the upper ends of the columns 21a and 21b, and a tight frame 23 attached to the upper surface of the beam 22 along the longitudinal direction. ing. As shown in FIG. 1, the tight frames 13 and 23 are band-shaped in which triangular shapes matching the cross-sectional shape of the folded plate 3 are arranged in succession, and support the folded plate 3 from below. At the tops of the tight frames 13 and 23, sharp bolts 15 and 25 for fixing the folded plate 3 are respectively attached so that their tips protrude upward. As shown in FIG. 5, the folded plate 3 has peaks 31 and valleys 32 alternately formed, and weighs about 40 kg. In the mountain part 31 of the folded plate 3, there are four mounting holes 33 at the front and rear parts, respectively, for inserting and fixing the tip bolts 15, 25 of the tight frames 13, 23 of the front support frame 10 and the rear support frame 20. They are provided one by one. The folded plates 3 are installed by being placed on the tight frames 13 and 23 of the front support frame 10 and the rear support frame 20 and fixed to the tip bolts 15 and 25. When built side by side, it becomes a folded plate roof.

折板3の施工治具4は、前側支持フレーム10及び後側支持フレーム20間への折板3の架設作業を容易にし、また、タイトフレーム13,23の剣先ボルト15,25に対する折板3の取付孔33の位置決め作業を容易にするために用いられるものである。図3は施工治具4の斜視図であり、図4は施工治具4の三面図である。図3及び図4に示されるように施工治具4は、前側支持フレーム10または後側支持フレーム20の梁12,22の上面に載置される断面ハット形状のベース40と、ベース40の上部において前後方向に回転可能に支持されるローラー60とからなる。施工治具4の材質はベース40がスチール、ローラー60がステンレスで形成されていて、施工治具4の重量は約4.2kgである。なお以降においては、図1及び図6のように施工治具4を前側支持フレーム10の梁12に載置した場合について説明する。 The construction jig 4 for the folded plate 3 facilitates the installation work of the folded plate 3 between the front support frame 10 and the rear support frame 20, and also makes it easy to install the folded plate 3 between the front support frame 10 and the rear support frame 20. This is used to facilitate the positioning work of the mounting hole 33. 3 is a perspective view of the construction jig 4, and FIG. 4 is a three-sided view of the construction jig 4. As shown in FIGS. 3 and 4, the construction jig 4 includes a base 40 having a hat-shaped cross section that is placed on the upper surface of the beams 12, 22 of the front support frame 10 or the rear support frame 20, and the upper part of the base 40. It consists of a roller 60 that is rotatably supported in the front-rear direction. The material of the construction jig 4 is that the base 40 is made of steel and the rollers 60 are made of stainless steel, and the weight of the construction jig 4 is approximately 4.2 kg. In the following, a case where the construction jig 4 is placed on the beam 12 of the front support frame 10 as shown in FIGS. 1 and 6 will be described.

ベース40は、図3及び図4に示すように側面視略矩形状の基部41と、基部41の下端から前後それぞれ略水平に延びる平板状の脚部42a~dと、基部41の頂部左右端部からそれぞれ略鉛直に立ち上がった平板状の軸受け部43a,43bとによって構成されている。
基部41は正面視略H字状であり、基部41の長手方向中間部の上側には、基部41の内側を視認可能な窓部44と、4箇所の切欠き41a~dが設けられている。この窓部44は、図1(a)のようにベース40がタイトフレーム13を跨いで梁12に載置された際に剣先ボルト15を前側または後側から視認可能にするものである。またこの切欠き41a~dは、タイトフレーム13の剣先ボルト15に対しベース40の左右方向の位置合わせを行う際に目印となるものであり、図1(a)のように施工治具4が適正位置にあるときに剣先ボルト15,15の位置と前後に重なる位置に設けられている。
左右の軸受け部43a,43bの間隔は、図1(a)のように隣り合う剣先ボルト15の4つ分の左右間隔と略同じである。軸受け部43a,43bにはそれぞれローラー60の軸62を挿通するための穴が設けられている。
また図1(b)のように、ベース40を梁12上に載置した状態において、ベース40の基部41とタイトフレーム13との間には、施工治具4を梁12上で梁12の長手方向にずらして移動できるよう、前側と後側にそれぞれ5mmのクリアランス50a,50bが基部41の長手方向に亘り設けられている。
そして、ベース40の前後方向の寸法、すなわち施工治具4の前後寸法は、梁12の上面の前後幅と略同じである。
As shown in FIGS. 3 and 4, the base 40 includes a base 41 that is substantially rectangular in side view, flat leg portions 42a to 42d extending approximately horizontally from the lower end of the base 41 in the front and back, and left and right ends of the top of the base 41. The bearings 43a and 43b are flat plate-like bearings 43a and 43b that stand up substantially vertically from each other.
The base 41 has a substantially H-shape when viewed from the front, and a window 44 through which the inside of the base 41 can be viewed and four cutouts 41a to 41d are provided on the upper side of the intermediate portion in the longitudinal direction of the base 41. . This window portion 44 allows the tip bolt 15 to be viewed from the front or rear side when the base 40 is placed on the beam 12 across the tight frame 13 as shown in FIG. 1(a). In addition, these notches 41a to 41d serve as marks when aligning the base 40 in the left-right direction with respect to the tip bolt 15 of the tight frame 13, and as shown in FIG. It is provided at a position that overlaps the position of the tip bolts 15, 15 in the front and back when it is in the proper position.
The distance between the left and right bearing portions 43a, 43b is approximately the same as the left and right distance between four adjacent tip bolts 15, as shown in FIG. 1(a). Each of the bearing parts 43a and 43b is provided with a hole through which the shaft 62 of the roller 60 is inserted.
Further, as shown in FIG. 1(b), when the base 40 is placed on the beam 12, the construction jig 4 is placed between the base 41 of the base 40 and the tight frame 13 on the beam 12. Clearances 50a and 50b of 5 mm are provided along the longitudinal direction of the base 41 on the front and rear sides, respectively, so that the base 41 can be shifted and moved in the longitudinal direction.
The longitudinal dimension of the base 40, that is, the longitudinal dimension of the construction jig 4, is approximately the same as the longitudinal width of the upper surface of the beam 12.

ローラー60は、図3及び図4のように円筒状の回転体61の長手方向両端に軸62が設けられたものである。回転体61の長さは、図1(a)のように折板3の隣接した谷部32の3つ分の幅よりも長い。ローラー60は、ベース40の軸受け部43a,43bの穴に軸62が挿通されることで回転自在に軸着されている。ローラー60の長さ、すなわち施工治具4の長さは、折板3の幅寸法とほぼ同じである。 As shown in FIGS. 3 and 4, the roller 60 includes a cylindrical rotating body 61 and shafts 62 provided at both longitudinal ends thereof. The length of the rotating body 61 is longer than the width of three adjacent valleys 32 of the folded plate 3 as shown in FIG. 1(a). The roller 60 is rotatably supported by a shaft 62 inserted into holes in the bearing portions 43a, 43b of the base 40. The length of the roller 60, that is, the length of the construction jig 4, is approximately the same as the width dimension of the folded plate 3.

次いで、簡易構造物1の前側支持フレーム10及び後側支持フレーム20に対する折板屋根の施工方法を説明する。なお、施工作業は2人の作業者A,Bが行う。また、施工治具4は前側支持フレーム10と後側支持フレーム20のいずれの梁に載置してもよいが、本実施例では図6のように施工治具4を前側支持フレーム10の梁12に載置し、折板3を前側から後側へと送り出して架設する。 Next, a method for constructing a folded plate roof on the front support frame 10 and the rear support frame 20 of the simple structure 1 will be explained. Note that the construction work will be carried out by two workers A and B. Further, the construction jig 4 may be placed on either the beam of the front support frame 10 or the rear support frame 20, but in this embodiment, the construction jig 4 is placed on the beam of the front support frame 10 as shown in FIG. 12, and the folded plate 3 is sent out from the front side to the rear side and constructed.

まず、図6(a)のように、作業者Bが施工治具4を前側支持フレーム10の梁12の長手方向一端側の上面に、タイトフレーム13を前後方向に跨いだ状態で載置する。このとき、施工治具4の梁12に対する位置決めは次のようにして行う。作業者Bは図1のように、施工治具4の脚部42a~dが梁12の上面から前後にはみ出さないようにし、施工治具4のベース40の軸受け部43a,43bの左右方向位置をそれぞれ剣先ボルト15,15に合わせ、さらに、施工治具4の窓部44から視認される剣先ボルト15,15がベースの切欠き41a,41bと前後に重なるよう施工治具4を動かす。このようにして施工治具4を梁12に載置すると、ローラー60の軸62は梁12の長手方向と平行となり、ローラー60が前後方向に回転自在となる。 First, as shown in FIG. 6(a), worker B places the construction jig 4 on the upper surface of one longitudinal end of the beam 12 of the front support frame 10 with the tight frame 13 straddling the front and back direction. . At this time, positioning of the construction jig 4 with respect to the beam 12 is performed as follows. As shown in FIG. 1, worker B makes sure that the legs 42a to d of the construction jig 4 do not protrude forward and backward from the top surface of the beam 12, and aligns the bearings 43a and 43b of the base 40 of the construction jig 4 in the left-right direction. The positions are aligned with the tip bolts 15, 15, respectively, and the construction jig 4 is further moved so that the tip bolts 15, 15, which are visible through the window 44 of the construction jig 4, overlap the notches 41a, 41b of the base back and forth. When the construction jig 4 is placed on the beam 12 in this manner, the axis 62 of the roller 60 becomes parallel to the longitudinal direction of the beam 12, and the roller 60 becomes freely rotatable in the front-rear direction.

次に、図6(a)のように、作業者Aが折板3を前側支持フレーム10の前側下方から持ち上げ、図6(b)のように作業者Bが折板3の後部を施工治具4のローラー60に載置する。このとき、施工治具4のベース40は長さ寸法が折板3の幅寸法とほぼ同じであるため、施工治具4のベース40の位置に合わせて折板3を施工治具4のローラー60上に載置することで、折板3の施工治具4に対する位置決めがされ、折板3の取付孔33とタイトフレーム13,23の剣先ボルト15,25の左右方向位置が揃う。またこのとき、折板3の左右方向のぐらつきを防ぐため、ローラー60には図1(a)のように折板3の谷部32が3箇所載っていることが好ましい。 Next, as shown in FIG. 6(a), worker A lifts the folded plate 3 from below the front side of the front support frame 10, and worker B lifts the folded plate 3 from the lower front side as shown in FIG. 6(b). Place it on the roller 60 of the tool 4. At this time, since the length dimension of the base 40 of the construction jig 4 is almost the same as the width dimension of the folded plate 3, the folded plate 3 is moved to the roller of the construction jig 4 in accordance with the position of the base 40 of the construction jig 4. 60, the folded plate 3 is positioned with respect to the construction jig 4, and the mounting holes 33 of the folded plate 3 and the tip bolts 15, 25 of the tight frames 13, 23 are aligned in the horizontal direction. Further, at this time, in order to prevent the folded plate 3 from wobbling in the left-right direction, it is preferable that the troughs 32 of the folded plate 3 are placed on the roller 60 at three locations as shown in FIG. 1(a).

そして、図6(c)のように作業者Bが折板3を後方へと送り出し、作業者Aが折板3の後部を受け取って、前側支持フレーム10及び後側支持フレーム20の上方間に折板3が架設される。 Then, as shown in FIG. 6(c), worker B sends out the folded plate 3 to the rear, and worker A receives the rear part of the folded plate 3 and places it between the upper parts of the front support frame 10 and the rear support frame 20. A folded plate 3 is installed.

次いで、図6(d)のように、作業者Aが折板3後部の4つの取付孔33を後側支持フレーム20のタイトフレーム23の4つの剣先ボルト25に落として挿通させる。このとき、折板3を施工治具4のローラー60に預けた状態で前後に動かすことで、取付孔33の剣先ボルト25に対する位置決めを行う。 Next, as shown in FIG. 6(d), operator A inserts the four bolts 25 of the tight frame 23 of the rear support frame 20 through the four mounting holes 33 at the rear of the folded plate 3. At this time, by moving the folded plate 3 back and forth while resting on the roller 60 of the construction jig 4, the mounting hole 33 is positioned relative to the tip bolt 25.

次いで、折板3前部を施工治具4のローラー60から持ち上げ、その間に図6(e)のように、作業者Bが施工治具4を前側支持フレーム10の梁12上で梁12の長手方向他端側にずらして退避させたのち、折板3前部の4つの取付孔33を前側支持フレーム10のタイトフレーム13の4つの剣先ボルト15に落として挿通させる。 Next, the front part of the folded plate 3 is lifted from the roller 60 of the construction jig 4, and during this time, as shown in FIG. After being moved to the other end in the longitudinal direction and retracted, the four bolts 15 of the tight frame 13 of the front support frame 10 are inserted through the four attachment holes 33 of the front part of the folded plate 3.

そして、図6(f)のように、別の折板3に対しても図6(a)から(e)の工程を繰り返すことで、前側支持フレーム10及び後側支持フレーム20間に複数の折板3を架設する。最後に、前側支持フレーム10及び後側支持フレーム20のタイトフレーム13,23の全ての剣先ボルト15,25にナットをかけて全ての折板3を固定し、簡易構造物1の折板屋根の施工が完了する。 Then, as shown in FIG. 6(f), by repeating the steps from FIG. 6(a) to (e) for another folded plate 3, a plurality of Erect the folded plate 3. Finally, all the bolts 15 and 25 of the tight frames 13 and 23 of the front support frame 10 and the rear support frame 20 are tightened with nuts to fix all the folded plates 3, and the folded plate roof of the simple structure 1 is fixed. Construction is completed.

以上の実施形態にかかる簡易構造物1の製造方法によれば、施工治具4のベース40の基部41とタイトフレーム13との間に前側と後側にそれぞれクリアランス50a,50bが設けられていることで、施工治具4を梁12上で梁12の長手方向にずらして移動できるため、施工治具4の退避が容易に行える。また、このクリアランス50a,50bの寸法が大きすぎると、折板3の施工作業中にベース40が前後にずれてローラー60の軸62が梁12の長手方向と平行ではなくなり作業効率が低下してしまうが、本実施形態ではクリアランス50a,50bの寸法が大きすぎず適切に設けられているため、施工治具4を梁12に載置する際や、折板3の送り出し時及び施工治具4の退避時にベース40が前後にずれることなくローラー60の軸62が梁12の長手方向と平行に保たれるため、作業性が良い。 According to the manufacturing method of the simple structure 1 according to the above embodiment, clearances 50a and 50b are provided between the base 41 of the base 40 of the construction jig 4 and the tight frame 13 on the front side and the rear side, respectively. As a result, the construction jig 4 can be shifted and moved on the beam 12 in the longitudinal direction of the beam 12, so the construction jig 4 can be easily evacuated. Furthermore, if the dimensions of the clearances 50a and 50b are too large, the base 40 will shift back and forth during the construction work of the folded plate 3, and the axis 62 of the roller 60 will not be parallel to the longitudinal direction of the beam 12, resulting in a decrease in work efficiency. However, in this embodiment, the dimensions of the clearances 50a and 50b are not too large and are appropriately provided, so when placing the construction jig 4 on the beam 12, when sending out the folded plate 3, and when the construction jig 4 When retracting, the base 40 does not shift back and forth and the axis 62 of the roller 60 is kept parallel to the longitudinal direction of the beam 12, resulting in good workability.

そして、ベース40の前後方向の寸法、すなわち施工治具4の前後寸法は梁12の上面の前後幅と略同じであるので、施工治具4を梁12に載置する際に梁12の上面から前後にはみ出さないようにすることで、ローラー60の軸62が梁12の長手方向と平行となるようにするための施工治具4の位置決めが容易に行え、作業性が良い。 Since the longitudinal dimension of the base 40, that is, the longitudinal dimension of the construction jig 4 is approximately the same as the longitudinal width of the upper surface of the beam 12, when the construction jig 4 is placed on the beam 12, the upper surface of the beam 12 By preventing it from protruding forward or backward, the construction jig 4 can be easily positioned so that the axis 62 of the roller 60 is parallel to the longitudinal direction of the beam 12, resulting in good workability.

また、施工治具4のベース40の軸受け部43a,43bの間隔を隣り合う剣先ボルト15の4つ分の左右間隔と略同じとしてあるため、軸受け部43a,43bを剣先ボルト15,15の位置に合わせるようにすれば、施工治具4を梁12に載置する際の位置決めが容易に行え作業性が良い。 In addition, since the spacing between the bearing parts 43a and 43b of the base 40 of the construction jig 4 is approximately the same as the horizontal spacing of four adjacent tip bolts 15, the bearing parts 43a and 43b are placed at the positions of the tip bolts 15 and 15. If the construction jig 4 is placed on the beam 12, positioning can be easily performed and work efficiency is improved.

さらに、施工治具4のベース40には剣先ボルト15,15と前後に重なる位置に切欠き41a~dが設けられているとともに、施工治具4の窓部44から剣先ボルト15を視認することができるので、ベースの切欠き41a,41bと剣先ボルト15,15の位置が前後に重なるよう施工治具4を動かすことで、施工治具4を梁12に載置する際の施工治具4の位置決めが容易に行え作業性が良い。 Further, the base 40 of the construction jig 4 is provided with notches 41a to 41d at positions that overlap front and rear with the tip bolts 15, 15, and the tip bolt 15 can be visually recognized through the window 44 of the construction jig 4. By moving the construction jig 4 so that the positions of the notches 41a, 41b of the base and the tip bolts 15, 15 overlap in the front and back, the construction jig 4 can be adjusted when placing the construction jig 4 on the beam 12. Easy positioning and good workability.

そして、施工治具4の長さ寸法が折板3の幅寸法とほぼ同じであるため、折板3を施工治具4のベース40の位置に合わせてローラー60上に載置することで、折板3の施工治具4に対する位置決めが容易に行え、作業性が良い。 Since the length dimension of the construction jig 4 is almost the same as the width dimension of the folded plate 3, by placing the folded plate 3 on the roller 60 in alignment with the position of the base 40 of the construction jig 4, The folded plate 3 can be easily positioned with respect to the construction jig 4, resulting in good workability.

また、施工治具4のベース40は断面ハット形状であり、脚部42a~dの下面において梁12の上面に当接しているため、折板3を施工治具4に載置した際に施工治具4が前後に転ぶことがなく、作業性が良い。 Furthermore, the base 40 of the construction jig 4 has a hat-shaped cross section, and the lower surfaces of the legs 42a to 42d are in contact with the upper surface of the beam 12, so that when the folded plate 3 is placed on the construction jig 4, the construction The jig 4 does not fall back and forth, resulting in good workability.

そして、折板3の後部の4つの取付孔33を後側支持フレーム20のタイトフレーム23の4つの剣先ボルト25に落として挿通させる際に、折板3は施工治具4のローラー60に載置されたまま安定して前後に移動可能であるので、折板3の取付孔33の剣先ボルト25に対する位置決めが容易に行え、作業性が良い。 When inserting the four bolts 25 of the tight frame 23 of the rear support frame 20 into the four mounting holes 33 at the rear of the folded plate 3, the folded plate 3 is placed on the roller 60 of the construction jig 4. Since it can be stably moved back and forth while being placed, the mounting hole 33 of the folded plate 3 can be easily positioned with respect to the tip bolt 25, resulting in good workability.

さらに、施工治具4の材質は、ベース40がスチール、ローラー60がステンレスで形成されているため、軽量かつ強度に優れる。さらに、施工治具4は窓部44を設けることで軽量化されているため、作業性が良い。 Furthermore, the construction jig 4 is lightweight and has excellent strength because the base 40 is made of steel and the rollers 60 are made of stainless steel. Furthermore, since the construction jig 4 is lightened by providing the window portion 44, the workability is good.

以上のようにして、本発明の折板屋根を有する簡易構造物1の製造方法により、折板3の架設及びタイトフレーム13,23の剣先ボルト15,25に対する位置決め作業が高所においても安定して容易に行え、施工性に優れる。 As described above, by the method of manufacturing the simple structure 1 having a folded plate roof according to the present invention, the erection of the folded plate 3 and the positioning of the tight frames 13 and 23 with respect to the tip bolts 15 and 25 can be performed stably even at high places. It is easy to perform and has excellent workability.

本発明は、上記の実施形態に限らず本発明の要旨を逸脱しない範囲で変形可能であり、簡易構造物の各部の形状、寸法等は適宜変更できる。例えば、施工治具の材質はスチール製のベース及びステンレス製のローラーに限らず、オールステンレス製あるいはオールアルミ製であってもよい。さらに、ローラーは樹脂製であってもよく、ステンレスやアルミ製のローラーの表面にウレタンを巻いてあってもよい。また、施工治具のベースの基部とタイトフレームとの間のクリアランスの寸法は5mmに限らず、3~10mm等、施工治具を梁の長手方向に移動させやすく、折板を載置して前後方向に送り出す際に施工治具が前後に転びにくい寸法であればよい。そして、施工治具のクリアランス部分、すなわちベースの基部の内側には、施工治具を梁の長手方向に移動させやすくするために滑り性のある樹脂部品を設けてあってもよい。 The present invention is not limited to the embodiments described above, and can be modified without departing from the gist of the present invention, and the shape, dimensions, etc. of each part of the simple structure can be changed as appropriate. For example, the material of the construction jig is not limited to the steel base and the stainless steel roller, but may be made entirely of stainless steel or entirely aluminum. Furthermore, the roller may be made of resin, or the surface of the roller may be made of stainless steel or aluminum and may be wrapped with urethane. In addition, the clearance between the base of the construction jig and the tight frame is not limited to 5 mm, but may be 3 to 10 mm, making it easier to move the construction jig in the longitudinal direction of the beam and place the folded plate on it. Any size is sufficient as long as the construction jig does not easily fall back and forth when being sent out in the front and back direction. A slippery resin component may be provided in the clearance portion of the construction jig, that is, inside the base of the base, in order to facilitate the movement of the construction jig in the longitudinal direction of the beam.

1 簡易構造物

10 前側支持フレーム
11a,b 柱
12 梁
13 タイトフレーム
15 剣先ボルト

20 後側支持フレーム
21a,b 柱
22 梁
23 タイトフレーム
25 剣先ボルト

3 折板
33 取付孔

4 施工治具
40 ベース
60 ローラー

1 Simple structure

10 Front support frame 11a, b Pillar 12 Beam 13 Tight frame 15 Sword tip bolt

20 rear support frame 21a, b pillar 22 beam 23 tight frame 25 tip bolt

3 Folded plate 33 Mounting hole

4 Construction jig 40 Base 60 Roller

Claims (1)

簡易構造物と、折板の施工治具とを備え、
簡易構造物は、前後方向に離隔して立設された前側支持フレームと後側支持フレームを有し、
前側支持フレーム及び後側支持フレームは、柱の上端に梁を有し、
梁に取り付けられたタイトフレームをそれぞれ有しており、
施工治具は、タイトフレームを前後方向に跨いで着脱自在に取り付けられ、梁の上縁から縁部が前後方向にはみ出さないベースと、ベースの上部で前後方向に回転可能に支持されるローラーを有しており、
ベースの縁部が、折板の先端をローラーに載置したときの円周上の接点と梁の上縁とを結ぶ直線よりもタイトフレーム側に位置するものであり、
次の工程を有することを特徴とする折板屋根を有する簡易構造物の製造方法。
(1)折板の先端を一方の支持フレームの一方側の下方から持ち上げて傾けた状態で施工治具のローラーに載置する工程。
(2)折板を他方側へ送り出すことで、前側支持フレーム及び後側支持フレームの上方間に架設する工程。
Equipped with a simple structure and a construction jig for folded plates,
The simple structure has a front support frame and a rear support frame that are erected apart from each other in the front and rear direction,
The front support frame and the rear support frame have a beam at the upper end of the column,
Each has a tight frame attached to a beam,
The construction jig consists of a base that is removably attached across the tight frame in the front-rear direction , and whose edges do not protrude from the upper edge of the beam in the front-rear direction , and a roller that is rotatably supported in the front-rear direction at the top of the base. It has
The edge of the base is located closer to the tight frame than the straight line connecting the contact point on the circumference when the tip of the folded plate is placed on the roller and the upper edge of the beam,
A method for manufacturing a simple structure having a folded plate roof, comprising the following steps.
(1) The process of lifting the tip of the folded plate from below one side of one support frame and placing it on the roller of the construction jig in an inclined state.
(2) A step of constructing the folded plate between the front support frame and the rear support frame above by sending it out to the other side.
JP2022127999A 2021-10-01 2022-08-10 Method for manufacturing a simple structure with a folded plate roof Active JP7357129B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2022127999A JP7357129B2 (en) 2021-10-01 2022-08-10 Method for manufacturing a simple structure with a folded plate roof

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2021162861A JP2023053678A (en) 2021-10-01 2021-10-01 Method of manufacturing simple structure having shingle roof
JP2022127999A JP7357129B2 (en) 2021-10-01 2022-08-10 Method for manufacturing a simple structure with a folded plate roof

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2021162861A Division JP2023053678A (en) 2021-10-01 2021-10-01 Method of manufacturing simple structure having shingle roof

Publications (2)

Publication Number Publication Date
JP2023053898A JP2023053898A (en) 2023-04-13
JP7357129B2 true JP7357129B2 (en) 2023-10-05

Family

ID=85873229

Family Applications (2)

Application Number Title Priority Date Filing Date
JP2021162861A Pending JP2023053678A (en) 2021-10-01 2021-10-01 Method of manufacturing simple structure having shingle roof
JP2022127999A Active JP7357129B2 (en) 2021-10-01 2022-08-10 Method for manufacturing a simple structure with a folded plate roof

Family Applications Before (1)

Application Number Title Priority Date Filing Date
JP2021162861A Pending JP2023053678A (en) 2021-10-01 2021-10-01 Method of manufacturing simple structure having shingle roof

Country Status (1)

Country Link
JP (2) JP2023053678A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121018A (en) 2007-11-09 2009-06-04 Shimizu Corp Hanging implement
JP3151136U (en) 2009-03-30 2009-06-11 義邦 大倉 Carport
JP2015059348A (en) 2013-09-19 2015-03-30 三晃金属工業株式会社 Folded plate carrying receiver
JP2017008569A (en) 2015-06-22 2017-01-12 シンコユニ株式会社 Carrying-in aid of folded plate roofing material

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56111760A (en) * 1980-02-04 1981-09-03 Nat Jutaku Kenzai Method of construction of framework body
JPH0446425Y2 (en) * 1987-12-25 1992-10-30
JP3066325B2 (en) * 1996-08-27 2000-07-17 有限会社内山建設工業 Folded roofing material carrier

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009121018A (en) 2007-11-09 2009-06-04 Shimizu Corp Hanging implement
JP3151136U (en) 2009-03-30 2009-06-11 義邦 大倉 Carport
JP2015059348A (en) 2013-09-19 2015-03-30 三晃金属工業株式会社 Folded plate carrying receiver
JP2017008569A (en) 2015-06-22 2017-01-12 シンコユニ株式会社 Carrying-in aid of folded plate roofing material

Also Published As

Publication number Publication date
JP2023053898A (en) 2023-04-13
JP2023053678A (en) 2023-04-13

Similar Documents

Publication Publication Date Title
JP2007044956A (en) Mold device for curved line beam
JP4164117B1 (en) Formwork apparatus for prismatic concrete structure and construction method of prismatic concrete structure using the same
JP7357129B2 (en) Method for manufacturing a simple structure with a folded plate roof
KR101844977B1 (en) Scaffolding frame for tunnel
JP6124444B2 (en) Structure dismantling system
KR200257105Y1 (en) Accordion type support assembly
CN216780768U (en) Combined beam column joint construction structure
JP6893848B2 (en) Roofing method
CN113172563B (en) Plane subsection assembling jig frame and using method thereof
JP5936934B2 (en) Panel holding structure
KR101518248B1 (en) Jig device for the production of construction lift mast
JPH0675777B2 (en) Welding method and apparatus for H-section steel
JP5320247B2 (en) Scaffolding structure for working in boiler furnace
JP7416127B2 (en) Assembly aid
JP2017155489A (en) Basic assembly stand of outer wall panel and construction method of outer wall surface material
CN220112617U (en) Auxiliary fixture for welding plates
CN216840741U (en) Movable foundation pit trestle safety regularization protector
KR102502043B1 (en) Building structure using bracket module and construction method using thereof
JP6127471B2 (en) Mounting base for solar panel installation
JP7273761B2 (en) Strut support for scaffolding in boiler and installation method thereof
JPS6033197Y2 (en) Tunnel support assembly equipment
JP6888936B2 (en) Exterior wall panel base
JP6423256B2 (en) Temporary scaffolding staircase frame
JP3186350U (en) A cart that moves vertically and horizontally on a folded-plate roof
CN117803199A (en) Board top embedded part installation and adjustment device and construction method thereof

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220824

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20220831

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20220831

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220902

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20221004

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20221124

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20230207

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20230613

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20230721

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20230905

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20230925

R150 Certificate of patent or registration of utility model

Ref document number: 7357129

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150