JP2018071110A - Roof material support structure, construction method of roof frame - Google Patents

Roof material support structure, construction method of roof frame Download PDF

Info

Publication number
JP2018071110A
JP2018071110A JP2016209523A JP2016209523A JP2018071110A JP 2018071110 A JP2018071110 A JP 2018071110A JP 2016209523 A JP2016209523 A JP 2016209523A JP 2016209523 A JP2016209523 A JP 2016209523A JP 2018071110 A JP2018071110 A JP 2018071110A
Authority
JP
Japan
Prior art keywords
roof
material support
frame
roof material
support 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.)
Granted
Application number
JP2016209523A
Other languages
Japanese (ja)
Other versions
JP6778583B2 (en
Inventor
昭太 日高
Shota Hidaka
昭太 日高
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP2016209523A priority Critical patent/JP6778583B2/en
Publication of JP2018071110A publication Critical patent/JP2018071110A/en
Application granted granted Critical
Publication of JP6778583B2 publication Critical patent/JP6778583B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a roof material support structure capable of efficiently performing construction work of a roof frame.SOLUTION: The roof member supporting structure 1 is a structure in which a tight frame 11 having a plurality of mountain parts 112 along a longitudinal direction is movably held in a longitudinal direction by a rail 12 attached to a mother house 13. When the roof frame is constructed, the roof member supporting structure 1 is erected in a direction perpendicular to the roof beam, and a longitudinal position of the tight frame 11 is adjusted to fix the tight frame 11 to the mother house 13, and the folded-plate is attached to the tight frame 11.SELECTED DRAWING: Figure 1

Description

本発明は、屋根材支持構造、およびこれを用いた屋根架構の構築方法に関する。   The present invention relates to a roof material support structure and a method for constructing a roof frame using the same.

工場、駅舎などの構造物の屋根架構として、屋根材に折板を用いるものがある。図7はその例であり、母屋103の上にタイトフレーム101を溶接し、折板105をタイトフレーム101に取付けたものである。   Some roof frames of structures such as factories and station buildings use folded plates for roofing materials. FIG. 7 shows an example in which a tight frame 101 is welded onto a purlin 103 and a folded plate 105 is attached to the tight frame 101.

タイトフレーム101は台形状の山部と谷部を交互に繰り返した波形の屋根材支持具であり、折板105には同じく台形状の山部と谷部を交互に繰り返した波形の鋼板が用いられる。折板105は、その山部をタイトフレーム101の山部に合わせて配置し、山部同士をタイトフレーム101に取付けたボルトやナット等の締結具(不図示)によって固定する。   The tight frame 101 is a corrugated roofing material support tool in which trapezoidal peaks and troughs are alternately repeated, and a corrugated steel plate in which trapezoidal peaks and troughs are alternately repeated is used for the folded plate 105. It is done. The folded plate 105 is arranged with its crests aligned with the crests of the tight frame 101, and the crests are fixed by fasteners (not shown) such as bolts and nuts attached to the tight frame 101.

図8は上記した屋根架構の構築方法の例である。図8において、左図は屋根架構を正面から見た図、右図は屋根架構を上から見た図である。   FIG. 8 shows an example of the construction method of the above-mentioned roof frame. In FIG. 8, the left figure is a view of the roof frame as seen from the front, and the right figure is a figure of the roof frame as seen from above.

この例では、図8(a)に示すように鉄骨建方を行って柱部4に折板流れ方向の小屋梁2を設けた後、小屋梁2の上にこれと直交する方向の母屋103を複数平行に取付ける。屋根架構には仮設の手摺(不図示)を取付け、作業員は手摺に安全装置を取付けた状態で作業を行う。   In this example, as shown in FIG. 8 (a), a steel frame is erected and a column beam 4 is provided with a shed beam 2 in the folded plate flow direction. Are installed in parallel. A temporary handrail (not shown) is attached to the roof frame, and the worker works with a safety device attached to the handrail.

また、図8(b)に示すように母屋103の間に屋根工事用の足場板107を敷き、母屋103の下方にシート等の火花養生109を設置する。そして、図8(c)に示すように母屋103の上にタイトフレーム101を溶接する。タイトフレーム101の溶接時は、作業員が足場板107上を溶接箇所まで移動して正しい姿勢で溶接作業を行い、火花養生109は必要に応じて盛替える。   Further, as shown in FIG. 8B, a roof construction scaffold 107 is laid between the purlins 103, and a spark curing 109 such as a sheet is installed below the purlin 103. And the tight frame 101 is welded on the main building 103 as shown in FIG.8 (c). At the time of welding the tight frame 101, the worker moves on the scaffold plate 107 to the welding location and performs the welding work in a correct posture, and the spark curing 109 is refilled as necessary.

その後、図8(d)に示すように足場板107を撤去して折板105をタイトフレーム101に取付け、火花養生109等の撤去を行い雨樋等の必要な設備を取付けると、屋根架構の構築が完了する。   After that, as shown in FIG. 8 (d), the scaffold plate 107 is removed, the folded plate 105 is attached to the tight frame 101, the spark curing 109 and the like are removed, and necessary facilities such as rain gutters are attached. Construction is complete.

一方、特許文献1には、小屋梁と梁つなぎ材、タイトフレームが一体化した屋根パネルを現場に搬入して架設する例が記載されている。また特許文献2には、母屋とタイトフレーム、および折板を予め地組した屋根パネルを持ち上げて架設する例が記載されている。   On the other hand, Patent Document 1 describes an example in which a roof panel in which a shed beam, a beam connecting material, and a tight frame are integrated is brought into the site and installed. Patent Document 2 describes an example in which a roof panel in which a main building, a tight frame, and a folded plate are preliminarily assembled is lifted and installed.

実公平3-47049号公報No. 3-47049 特許第4833035号Patent No. 4833035

図8の例では、母屋103にタイトフレーム101を溶接する際、安全な作業環境を確保し、且つ作業者が溶接箇所近傍まで移動して正しい姿勢で溶接作業を行うために足場板107を設置する必要がある。しかしながら、タイトフレーム101や折板105を取付ける場所に足場板107を設置する事になるので邪魔になり、その後の撤去が必要になるので作業効率の低下につながっている。   In the example of FIG. 8, when welding the tight frame 101 to the purlin 103, a scaffolding plate 107 is installed to ensure a safe working environment and to allow the operator to move to the vicinity of the welding location and perform welding work in a correct posture. There is a need to. However, since the scaffolding plate 107 is installed at a place where the tight frame 101 and the folded plate 105 are attached, it becomes obstructive, and subsequent removal is necessary, leading to a reduction in work efficiency.

また屋根上で溶接作業を行う事から火花が下の階や近隣敷地に落ちないように厳重な火花養生109を行う必要がある。特にタイトフレーム101はメッキ処理されている為火花の飛散量が多く、火花養生109に少しでも隙間があるとそこから火花が落ちてしまう為、厳重な養生を行う必要があり作業効率の低下要因となっている。   Further, since the welding work is performed on the roof, it is necessary to perform a strict spark curing 109 so that the spark does not fall on the lower floor or the neighboring site. In particular, the tight frame 101 is plated so that there is a large amount of sparks scattered, and if there is even a gap in the spark curing 109, the sparks will fall off from it, so it is necessary to perform strict curing, which is a factor in reducing work efficiency. It has become.

一方、特許文献1、2のようにタイトフレームを含む屋根パネルを架設する場合、屋根上でのタイトフレームの溶接作業が省略可能になる。しかしながら、このような工法においても更なる作業効率の向上が求められる。   On the other hand, when a roof panel including a tight frame is installed as in Patent Documents 1 and 2, the welding operation of the tight frame on the roof can be omitted. However, even in such a construction method, further improvement in work efficiency is required.

例えば、特許文献1、2の屋根パネルは大掛かりなものであり、このような屋根パネルを屋根架構において複数納めるのは難しく、ズレが生じて追加の作業が必要となる恐れがある。さらに、屋根パネルの保管や地組のために大きなスペースが必要となり、スペースの確保が難しいという問題もある。また、特許文献1のような小屋梁と梁つなぎ材、タイトフレームが一体化した屋根パネルを小屋梁と直交する方向に並べて屋根架構を構築する場合、これらの屋根パネルの接合部の強度が問題になる恐れがある。屋根パネルを支持するための別の梁を小屋梁と直交する方向に設けることも可能であるが、鉄骨のパーツが増える事により構造変更の必要が生じて現場業務増・コストアップに繋がる。   For example, the roof panels of Patent Documents 1 and 2 are large-scale, and it is difficult to store a plurality of such roof panels in a roof frame, and there is a possibility that additional work is required due to a shift. Furthermore, there is a problem that a large space is required for the storage and construction of the roof panel, and it is difficult to secure the space. Further, when a roof frame is constructed by arranging roof panels in which a roof beam, a beam connecting material, and a tight frame are integrated as in Patent Document 1 in a direction orthogonal to the roof beam, the strength of the joint portion of these roof panels is a problem. There is a risk of becoming. Although it is possible to provide another beam to support the roof panel in a direction perpendicular to the shed beam, an increase in the number of steel parts necessitates a structural change, leading to an increase in site operations and cost.

本発明は上記の問題に鑑みてなされたものであり、屋根架構の構築作業を効率良く行うことができる屋根材支持構造等を提供することを目的とする。   This invention is made | formed in view of said problem, and it aims at providing the roof material support structure etc. which can perform the construction operation | work of a roof frame efficiently.

前述した課題を解決するための第1の発明は、長手方向に沿って複数の山部を有する屋根材支持具と、前記屋根材支持具を長手方向に沿って移動可能に保持する保持部と、前記保持部が取付けられる梁材と、を有することを特徴とする屋根材支持構造である。   1st invention for solving the subject mentioned above is a roofing material support tool which has a plurality of peak parts along a longitudinal direction, and a holding part which holds said roofing material support material so that movement is possible along a longitudinal direction, A roof material support structure comprising: a beam material to which the holding portion is attached.

前記屋根材支持具の山部の下端は、前記山部より幅の広い板材に取付けられ、前記保持部は略C字状の溝を有し、前記板材が前記溝に挿入されることが望ましい。例えば前記屋根材支持具の全ての山部の下端が1枚の前記板材に取付けられ、前記保持部は、前記屋根材支持具の長手方向に沿って連続する1本のレールである。   It is desirable that the lower end of the peak portion of the roof material support is attached to a plate material wider than the peak portion, the holding portion has a substantially C-shaped groove, and the plate material is inserted into the groove. . For example, the lower ends of all the peak portions of the roof material support are attached to one plate member, and the holding portion is a single rail that is continuous along the longitudinal direction of the roof material support.

第2の発明は、予め製作した第1の発明の屋根材支持構造を、屋根架構の梁と直交する方向に架設する工程と、前記屋根材支持具の長手方向の位置を調整して前記屋根材支持具を前記梁材に固定し、屋根材を前記屋根材支持具に取付ける工程と、を有することを特徴とする屋根架構の構築方法である。   In the second invention, the roof material support structure of the first invention manufactured in advance is installed in a direction orthogonal to the beam of the roof frame, and the position of the roof material support in the longitudinal direction is adjusted to adjust the roof. A method for constructing a roof frame, comprising: fixing a material support to the beam material and attaching a roof material to the roof material support.

前記屋根材は例えば波形の折板である。また、前記屋根材支持具の固定は金具によって行うことが望ましい。前記金具は例えばビスである。   The roof material is, for example, a corrugated folded plate. Moreover, it is preferable that the roof material support is fixed by a metal fitting. The metal fitting is, for example, a screw.

本発明では、上記の屋根材支持構造を予め地組しておき、これを架設した後屋根材支持具に折板等の屋根材を取付けることで、屋根架構を効率良く構築できる。屋根材支持構造は前記した屋根パネルに比べ小規模とでき、屋根材支持構造の取付位置の調整や屋根材支持具の位置調整も従来通り屋根上で行う事ができるので、正確な位置に屋根材支持構造や屋根材を設置でき、ズレ等も生じない。また保管や地組のためのスペースもとらず、前記したような屋根パネルの接合部の強度の問題も生じない。   In the present invention, a roof frame can be efficiently constructed by preliminarily laying the roof material support structure described above and attaching the roof material such as a folded plate to the roof material support after the structure is installed. The roof material support structure can be made smaller than the roof panel described above, and the adjustment of the mounting position of the roof material support structure and the position of the roof material support tool can be performed on the roof as before, so the roof can be placed at an accurate position. A material support structure and roofing material can be installed, and no misalignment occurs. Further, there is no space for storage or grounding, and there is no problem of the strength of the joint portion of the roof panel as described above.

また、本発明では前記したような屋根上での溶接作業が省略可能になるので、屋根上に溶接作業用の足場板や火花養生を設置する必要が無く、これらの撤去や盛替も不要になり安全面やコスト面でも好ましく段取りも楽である。保持部を梁材に取付ける際も、溶接作業を地上で行う事により、無理な姿勢で溶接を行う必要が無く、溶接の管理を地上にて一纏めに出来るので品質向上につながる。   Further, in the present invention, welding work on the roof as described above can be omitted, so there is no need to install a scaffolding plate or a spark curing for welding work on the roof, and removal or replacement of these is unnecessary. This is preferable in terms of safety and cost, and is easy to set up. When attaching the holding part to the beam material, the welding work is performed on the ground, so that it is not necessary to perform welding in an unreasonable posture, and the welding can be managed together on the ground, leading to quality improvement.

また、屋根材支持具の山部を板材に取付け、この板材を保持部の溝に挿入することにより、簡易な構造で屋根材支持具を保持でき、風荷重等に対する耐力も高い。屋根材支持具の全ての山部を1枚の板材に取付け、保持部を屋根材支持具の長手方向に沿って連続する1本のレールとすることで、屋根材支持具の挿入がより容易となり、屋根材支持構造全体としての強度も向上する。   Further, by attaching the peak portion of the roof material support to the plate material and inserting this plate material into the groove of the holding portion, the roof material support device can be held with a simple structure, and the resistance against wind load and the like is high. It is easier to insert the roofing material support by attaching all the peaks of the roofing material support to one plate and making the holding part a single rail that runs along the longitudinal direction of the roofing material support. Thus, the strength of the roof material support structure as a whole is improved.

屋根材支持具の固定は溶接でなく金具によって屋根上で行うことができ、金具としてビスを用いることで屋根材支持具を容易に固定できる。屋根材は例えば波形の折板であり、その山部を屋根材支持具の山部に合わせて容易に配置できる。   The roof material support can be fixed on the roof by metal fittings instead of welding, and the roof material support can be easily fixed by using screws as metal fittings. The roofing material is, for example, a corrugated folded plate, and the peak portion can be easily arranged according to the peak portion of the roofing material support.

本発明により、屋根架構の構築作業を効率良く行うことができる屋根材支持構造等を提供することができる。   ADVANTAGE OF THE INVENTION By this invention, the roof material support structure etc. which can perform the construction work of a roof frame efficiently can be provided.

屋根材支持構造1を示す図。The figure which shows the roofing material support structure 1. FIG. タイトフレーム11、レール12、母屋13を示す図。The figure which shows the tight frame 11, the rail 12, and the main building 13. 屋根架構の構築方法を示す図。The figure which shows the construction method of a roof frame. 屋根架構の構築方法を示す図。The figure which shows the construction method of a roof frame. タイトフレーム11の固定について説明する図。The figure explaining fixation of the tight frame 11. FIG. タイトフレーム11a、レール12a、12bを示す図。The figure which shows the tight frame 11a and the rails 12a and 12b. 折板105を用いた屋根架構を示す図。The figure which shows the roof frame using the folding plate 105. FIG. 屋根架構の構築方法を示す図。The figure which shows the construction method of a roof frame.

以下、図面に基づいて本発明の好適な実施形態について詳細に説明する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

(1.屋根材支持構造1)
図1(a)は本発明の実施形態に係る屋根材支持構造1を示す斜視図であり、図1(b)は屋根材支持構造1の鉛直方向の断面を示す図である。
(1. Roofing material support structure 1)
FIG. 1A is a perspective view showing a roof material support structure 1 according to an embodiment of the present invention, and FIG. 1B is a view showing a vertical section of the roof material support structure 1.

屋根材支持構造1は、後述する折板(屋根材)を支持するものであり、母屋13の長手方向にレール12を取付け、このレール12によってタイトフレーム11を長手方向に移動可能に保持して構成される。   The roof material support structure 1 supports folded plates (roof material), which will be described later, and a rail 12 is attached in the longitudinal direction of the purlin 13 and the tight frame 11 is held by the rail 12 so as to be movable in the longitudinal direction. Composed.

図2は屋根材支持構造1を分解してタイトフレーム11、レール12、母屋13を示す図である。   FIG. 2 is a diagram showing the tight frame 11, rails 12, and purlin 13 by disassembling the roof material support structure 1.

タイトフレーム11は長手方向に沿った複数の山部112を有する屋根材支持具であり、これら全ての山部112の下端を1枚の長尺の板材111の上に取付けて構成される。山部112は台形状であり、板材111の幅は山部112の幅よりも広くなっている。   The tight frame 11 is a roofing material support tool having a plurality of peak portions 112 along the longitudinal direction, and is configured by attaching the lower ends of all the peak portions 112 onto a single long plate material 111. The peak portion 112 has a trapezoidal shape, and the width of the plate material 111 is wider than the width of the peak portion 112.

レール12はタイトフレーム11を長手方向に沿って移動可能に保持する保持部であり、略C字状断面を有する鋼材が用いられる。レール12は略C字状の溝120を有し、タイトフレーム11の板材111をレール端部の開口から当該溝120に挿入することで、タイトフレーム11がレール12に保持される。   The rail 12 is a holding portion that holds the tight frame 11 movably along the longitudinal direction, and a steel material having a substantially C-shaped cross section is used. The rail 12 has a substantially C-shaped groove 120, and the tight frame 11 is held on the rail 12 by inserting the plate material 111 of the tight frame 11 into the groove 120 from the opening at the end of the rail.

母屋13はレール12を取付けるための梁材である。本実施形態では、図1に示すようにレール12の両側を母屋13の上面に溶接部14によって溶接して固定する。母屋13としては略C字状断面を有するチャンネル材等の鋼材を用いることができるが、これに限ることはなく、H形鋼などでもよい。   The purlin 13 is a beam material for mounting the rail 12. In this embodiment, as shown in FIG. 1, both sides of the rail 12 are welded and fixed to the upper surface of the purlin 13 by the welded portion 14. The purlin 13 can be a steel material such as a channel material having a substantially C-shaped cross section, but is not limited thereto, and may be an H-shaped steel.

(2.屋根架構の構築方法)
次に、屋根材支持構造1を用いた屋根架構の構築方法について説明する。図3および図4は屋根架構の構築方法を示す図である。図3および図4(図3(a)を除く)において、左図は屋根架構を正面から見た図、右図は屋根架構を上から見た図である。
(2. Construction method of roof frame)
Next, the construction method of the roof frame using the roof material support structure 1 will be described. 3 and 4 are diagrams showing a construction method of the roof frame. 3 and 4 (excluding FIG. 3A), the left figure is a view of the roof frame as viewed from the front, and the right figure is a diagram of the roof frame as viewed from above.

本実施形態では、図3(a)に示すように屋根材支持構造1を地組して地上で予め製作しておく。レール12の母屋13への溶接もこの段階で行うが、地上で溶接を行うため前記のような足場板や火花養生は不要である。また溶接箇所近傍の作業者によって安定した場所、正しい姿勢で溶接が行えるので品質も向上する。   In the present embodiment, as shown in FIG. 3A, the roof material support structure 1 is prefabricated on the ground. Welding of the rail 12 to the purlin 13 is also performed at this stage, but since the welding is performed on the ground, the above-described scaffolding plate and spark curing are not necessary. Also, quality can be improved because welding can be performed in a stable place and in a correct posture by an operator in the vicinity of the welding location.

一方、屋根架構としては図3(b)に示すように鉄骨建方を行って柱部4に折板流れ方向の小屋梁2(屋根架構の梁)を設ける。小屋梁2は複数平行に配置され、前記と同様、作業員の安全を確保するための手摺等(不図示)も設けられる。   On the other hand, as the roof frame, as shown in FIG. 3B, a steel frame construction is performed, and a column beam 4 is provided with a shed beam 2 (beam of the roof frame) in the folded plate flow direction. A plurality of cabin beams 2 are arranged in parallel, and a handrail or the like (not shown) for ensuring the safety of workers is also provided as described above.

本実施形態では、次に図3(c)に示すように屋根材支持構造1を小屋梁2と直交する方向に架設し、小屋梁2に取付ける。屋根材支持構造1は複数の小屋梁2に亘って架け渡し、複数平行に配置される。   In this embodiment, next, as shown in FIG. 3C, the roof material support structure 1 is installed in a direction orthogonal to the shed beam 2 and attached to the shed beam 2. The roof material support structure 1 spans a plurality of shed beams 2 and is arranged in parallel.

その後、図1で示した屋根材支持構造1のタイトフレーム11の長手方向の位置調整を行ってタイトフレーム11を母屋13に固定するとともに、折板をタイトフレーム11に取付ける流れとなる。   Then, the position of the tight frame 11 of the roof material support structure 1 shown in FIG. 1 is adjusted in the longitudinal direction to fix the tight frame 11 to the main building 13 and to attach the folded plate to the tight frame 11.

本実施形態では、タイトフレーム11の固定と折板の取付を片押し方式で屋根材支持構造1の一方の端部から他方の端部へと順に行う。図4(a)はその途中段階を示す図である。図の符号5は折板(屋根材)であり、本実施形態では、図7に示した折板105と同様、台形状の山部と谷部を繰り返した波形の鋼板が用いられる。   In the present embodiment, the tight frame 11 is fixed and the folded plate is attached in order from one end of the roof material support structure 1 to the other end in a one-push manner. FIG. 4A is a diagram showing the intermediate stage. Reference numeral 5 in the figure denotes a folded plate (roof material), and in this embodiment, a corrugated steel plate in which trapezoidal peaks and troughs are repeated is used as in the folded plate 105 shown in FIG.

タイトフレーム11の固定と折板5の取付は、設置済みの折板5の上に作業員が乗って命綱等により安全を確保したうえで行うことができる。タイトフレーム11の固定は、図5に示すようにタイトフレーム11の板材111をレール12および母屋13にビス止めすることによって行うことができる。ビス止めは板材111の長手方向に沿った複数の箇所で行い、溶接は不要である。図5の15はビス止めの際に用いるビスを示す。なお、ボルトやナットなどビス15以外の金具による固定を行うことも可能である。   The fixing of the tight frame 11 and the attachment of the folded plate 5 can be performed after an operator gets on the installed folded plate 5 and safety is secured by a lifeline or the like. The tight frame 11 can be fixed by screwing the plate material 111 of the tight frame 11 to the rail 12 and the purlin 13 as shown in FIG. Screwing is performed at a plurality of locations along the longitudinal direction of the plate material 111, and welding is unnecessary. Reference numeral 15 in FIG. 5 denotes a screw used for screwing. It is also possible to fix with a metal fitting other than the screw 15 such as a bolt or a nut.

折板5の取付については、前記と同様、タイトフレーム11の山部112に折板5の山部を合わせて配置し、タイトフレーム11に取付けたボルトやナット等の締結具(不図示)によってタイトフレーム11の山部112に折板5の山部を固定することによって行うことができる。   Regarding the attachment of the folded plate 5, similarly to the above, the folded portion 5 is aligned with the raised portion 112 of the tight frame 11, and is fastened by fasteners (not shown) such as bolts and nuts attached to the tight frame 11. This can be done by fixing the peak portion of the folded plate 5 to the peak portion 112 of the tight frame 11.

こうして図4(b)に示すように屋根材支持構造1の全長に亘ってタイトフレーム11の固定と折板5の取付を行い、以下雨樋等の必要な設備を取付けると、屋根架構の構築が完了する。   Thus, as shown in FIG. 4 (b), the tight frame 11 is fixed and the folded plate 5 is attached over the entire length of the roof material support structure 1, and then the necessary facilities such as rain gutters are attached to construct the roof frame. Is completed.

以上説明したように、本実施形態では上記した屋根材支持構造1を予め地組しておき、これを架設した後タイトフレーム11に折板5を取付けることで、屋根架構を効率良く構築できる。屋根材支持構造1は前記した屋根パネルに比べ小規模とでき、屋根材支持構造1の取付位置の調整やタイトフレーム11の位置調整も従来通り屋根上で行う事ができるので、正確な位置に屋根材支持構造1や折板5を設置でき、ズレ等も生じない。また保管や地組のためのスペースもとらないのでビル・住宅等の密集地や駅などスペースが確保できない場所での工事にも採用でき、前記したような屋根パネルの接合部の強度の問題も生じない。   As described above, in the present embodiment, the above-described roof material support structure 1 is preliminarily assembled, and the roof frame can be efficiently constructed by attaching the folded plate 5 to the tight frame 11 after the construction. The roof material support structure 1 can be made smaller than the above-described roof panel, and the adjustment of the mounting position of the roof material support structure 1 and the position adjustment of the tight frame 11 can be performed on the roof as usual, so that the position is accurate. The roof material support structure 1 and the folded plate 5 can be installed, and no deviation or the like occurs. In addition, because it does not require space for storage or grounding, it can also be used in construction where there is no space, such as in densely populated areas such as buildings and houses, and stations, and there is a problem with the strength of the joints of roof panels as described above. Does not occur.

また、本実施形態では前記したような屋根上での溶接作業が省略可能になるので、屋根上に溶接作業用の足場板や火花養生を設置する必要が無く、これらの撤去や盛替も不要になり安全面やコスト面でも好ましく段取りも楽である。レール12を母屋13に取付ける際も、溶接作業を地上で行う事により、溶接箇所近傍の作業者によって安定した場所、正しい姿勢で溶接を行うことができ、無理な姿勢で溶接を行う必要が無く、溶接の管理を地上にて一纏めに出来るので品質向上につながる。   Further, in the present embodiment, welding work on the roof as described above can be omitted, so there is no need to install a scaffolding plate or a spark curing for welding work on the roof, and removal or replacement of these is unnecessary. This is preferable in terms of safety and cost and is easy to set up. Even when the rail 12 is attached to the purlin 13, by performing the welding work on the ground, it is possible to perform welding in a stable place and in a correct posture by an operator in the vicinity of the welding location, and there is no need to perform welding in an unreasonable posture. Because welding management can be integrated on the ground, it leads to quality improvement.

また、タイトフレーム11の山部112を板材111に取付け、この板材111をレール12の溝120に挿入することにより、簡易な構造でタイトフレーム11を保持でき、風荷重等に対する耐力も高い。本実施形態ではタイトフレーム11の全ての山部112を1枚の板材111に取付け、この板材111をタイトフレーム11の長手方向に沿って連続する1本のレール12に挿入することで、タイトフレーム11の挿入がより容易となり、屋根材支持構造1全体としての強度も向上する。   Further, by attaching the peak portion 112 of the tight frame 11 to the plate material 111 and inserting the plate material 111 into the groove 120 of the rail 12, the tight frame 11 can be held with a simple structure, and the proof strength against wind load and the like is high. In this embodiment, all the peaks 112 of the tight frame 11 are attached to a single plate material 111, and the plate material 111 is inserted into one rail 12 that is continuous along the longitudinal direction of the tight frame 11. 11 becomes easier and the strength of the roof material support structure 1 as a whole is improved.

タイトフレーム11の固定は溶接でなく金具によって屋根上で行うことができ、特に本実施形態ではビス止めを行うことでタイトフレーム11を容易に固定できる。また本実施形態では屋根材として波形の折板5を用いており、その山部をタイトフレーム11の山部112に合わせて容易に配置できる。   The tight frame 11 can be fixed on the roof by metal fittings instead of welding. In particular, in this embodiment, the tight frame 11 can be easily fixed by screwing. Further, in the present embodiment, the corrugated folded plate 5 is used as the roofing material, and the peak portion can be easily arranged according to the peak portion 112 of the tight frame 11.

しかしながら、本発明はこれに限らない。例えば本実施形態では屋根架構を新設するケースについて説明したが、屋根材支持構造1は既設の屋根架構の改修工事にも利用可能である。またタイトフレーム11は全ての山部112を1枚の板材111に取付けて連続させたものであるが、これに限ることはなく、例えば図6(a)のタイトフレーム11aに示すように、隣り合う山部112の間のみに板材111aを取付けたものであってもよい。   However, the present invention is not limited to this. For example, in the present embodiment, the case of newly installing a roof frame has been described, but the roof material support structure 1 can also be used for repairing an existing roof frame. Further, the tight frame 11 is formed by attaching all the peak portions 112 to a single plate material 111, and is not limited to this. For example, as shown in the tight frame 11a in FIG. The plate material 111a may be attached only between the matching mountain portions 112.

さらに、レール12の形状も上記したものに限らず、タイトフレーム11を長手方向に移動可能に保持できればよい。例えば図6(b)のレール12aに示すように、レール端部の開口を逆テーパー状に拡げたものであってもよい。これによりタイトフレーム11の板材111が挿入しやすくなる。また本実施形態では連続する1本のレール12を母屋13に取付けているが、図6(c)に示すように短いレール12bを母屋13の長手方向に間隔を開けて複数取付けてもよい。   Furthermore, the shape of the rail 12 is not limited to that described above, and it is sufficient that the tight frame 11 can be held movably in the longitudinal direction. For example, as shown in the rail 12a in FIG. 6B, the opening at the end of the rail may be expanded in a reverse taper shape. Thereby, it becomes easy to insert the plate material 111 of the tight frame 11. In the present embodiment, one continuous rail 12 is attached to the purlin 13, but a plurality of short rails 12 b may be attached at intervals in the longitudinal direction of the purlin 13 as shown in FIG.

また、屋根架構もタイトフレーム11に屋根材を取付けるものであれば特に限定されず、屋根材の形状も前記した折板5に限らない。例えば折板5の波形状には台形の他、矩形状、三角形状、曲線状など様々なパターンがあり、特に限定されない。タイトフレーム11の山部112の形状も、折板5の波形状のパターンに応じて適宜定めることができる。   Further, the roof frame is not particularly limited as long as the roof material is attached to the tight frame 11, and the shape of the roof material is not limited to the folded plate 5 described above. For example, the wave shape of the folded plate 5 includes various patterns such as a trapezoidal shape, a rectangular shape, a triangular shape, and a curved shape, and is not particularly limited. The shape of the peak portion 112 of the tight frame 11 can also be appropriately determined according to the wave pattern of the folded plate 5.

以上、添付図面を参照して、本発明の好適な実施形態について説明したが、本発明は係る例に限定されない。当業者であれば、本願で開示した技術的思想の範疇内において、各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   The preferred embodiments of the present invention have been described above with reference to the accompanying drawings, but the present invention is not limited to such examples. It will be apparent to those skilled in the art that various changes or modifications can be conceived within the scope of the technical idea disclosed in the present application, and these are naturally within the technical scope of the present invention. Understood.

1:屋根材支持構造
2:小屋梁
4:柱部
5、105:折板
11、11a、101:タイトフレーム
12、12a、12b:レール
13、103:母屋
14:溶接部
15:ビス
107:足場板
109:火花養生
111、111a:板材
112:山部
120:溝
1: Roofing material support structure 2: Hut beam 4: Column part 5, 105: Folded plates 11, 11a, 101: Tight frames 12, 12a, 12b: Rail 13, 103: Purlin 14: Welded part 15: Screw 107: Scaffolding Board 109: Spark curing 111, 111a: Board material 112: Mountain part 120: Groove

Claims (7)

長手方向に沿って複数の山部を有する屋根材支持具と、
前記屋根材支持具を長手方向に沿って移動可能に保持する保持部と、
前記保持部が取付けられる梁材と、
を有することを特徴とする屋根材支持構造。
A roofing material support having a plurality of peaks along the longitudinal direction;
A holding part for holding the roofing material support tool movably along the longitudinal direction;
A beam material to which the holding portion is attached;
A roof material supporting structure characterized by comprising:
前記屋根材支持具の山部の下端は、前記山部より幅の広い板材に取付けられ、
前記保持部は略C字状の溝を有し、
前記板材が前記溝に挿入されることを特徴とする請求項1記載の屋根材支持構造。
The lower end of the mountain portion of the roof material support is attached to a plate material wider than the mountain portion,
The holding part has a substantially C-shaped groove,
The roof material support structure according to claim 1, wherein the plate material is inserted into the groove.
前記屋根材支持具の全ての山部の下端が1枚の前記板材に取付けられ、
前記保持部は、前記屋根材支持具の長手方向に沿って連続する1本のレールであることを特徴とする請求項2記載の屋根材支持構造。
The lower ends of all the peaks of the roof material support are attached to one plate material,
The roof material support structure according to claim 2, wherein the holding portion is one rail continuous along the longitudinal direction of the roof material support.
予め製作した請求項1から請求項3のいずれかに記載の屋根材支持構造を、屋根架構の梁と直交する方向に架設する工程と、
前記屋根材支持具の長手方向の位置を調整して前記屋根材支持具を前記梁材に固定し、屋根材を前記屋根材支持具に取付ける工程と、
を有することを特徴とする屋根架構の構築方法。
A step of laying the roof material support structure according to any one of claims 1 to 3 manufactured in advance in a direction perpendicular to the beam of the roof frame;
Adjusting the longitudinal position of the roof material support to fix the roof material support to the beam material, and attaching the roof material to the roof material support;
The construction method of the roof frame characterized by having.
前記屋根材が波形の折板であることを特徴とする請求項4記載の屋根架構の構築方法。   The roof frame construction method according to claim 4, wherein the roof material is a corrugated folded plate. 前記屋根材支持具の固定は金具によって行うことを特徴とする請求項4または請求項5に記載の屋根架構の構築方法。   6. The method for constructing a roof frame according to claim 4, wherein the roof material support is fixed by a metal fitting. 前記金具はビスであることを特徴とする請求項6記載の屋根架構の構築方法。   The method of constructing a roof frame according to claim 6, wherein the metal fitting is a screw.
JP2016209523A 2016-10-26 2016-10-26 Roofing material support structure, roof frame construction method Active JP6778583B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2016209523A JP6778583B2 (en) 2016-10-26 2016-10-26 Roofing material support structure, roof frame construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016209523A JP6778583B2 (en) 2016-10-26 2016-10-26 Roofing material support structure, roof frame construction method

Publications (2)

Publication Number Publication Date
JP2018071110A true JP2018071110A (en) 2018-05-10
JP6778583B2 JP6778583B2 (en) 2020-11-04

Family

ID=62114715

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016209523A Active JP6778583B2 (en) 2016-10-26 2016-10-26 Roofing material support structure, roof frame construction method

Country Status (1)

Country Link
JP (1) JP6778583B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021116589A (en) * 2020-01-25 2021-08-10 株式会社カナメ Tight frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021116589A (en) * 2020-01-25 2021-08-10 株式会社カナメ Tight frame
JP7090235B2 (en) 2020-01-25 2022-06-24 株式会社カナメ Tight frame mounting structure

Also Published As

Publication number Publication date
JP6778583B2 (en) 2020-11-04

Similar Documents

Publication Publication Date Title
JP6368787B2 (en) Three-dimensional lightweight steel frame formed by bidirectional continuous double beams
GB2474936A (en) A panel for lining railway arches
JP4847153B2 (en) Roof repair structure and construction method of flat roof building
CN101824908A (en) Shear wall large template and shear wall large template system
CN102472050A (en) Slab formwork sytem
JP6778583B2 (en) Roofing material support structure, roof frame construction method
US20050066609A1 (en) Preassembled roof and floor deck panel system
JP2014198963A (en) Panel replacement method
JP6366171B2 (en) Roof support equipment
JP6271399B2 (en) Exterior wall panel mounting structure
JP2012188826A (en) Roof structure for temporary scaffold and assembly method of structure using the same
CN209907886U (en) Adjustable assembled stair construction platform
JP4711816B2 (en) Reinforcement method for additional beams and floor panels
JP6841683B2 (en) Folded plate roof repair method
JP5574335B2 (en) Seismic reinforcement method for roof
WO2018162796A1 (en) Method for building a roof
CN217326426U (en) Combined outer frame edge formwork supporting device
JP3202254U (en) Hydrogen storage building and hydrogen station
JP7040755B2 (en) Outer wall structure
CN215167936U (en) Assembled type packway structure
CN211522917U (en) Adjustable and movable assembly type construction operation platform
JP5030419B2 (en) Refurbished roof and its renovation method
KR101692247B1 (en) Joint device and pipe construction method using the same
JP2008267022A (en) Brace installation structure for roof steel frame
JP2008169552A (en) Cutting repair method for connecting bridge having varied distance between buildings

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20190402

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20200123

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20200204

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20200331

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20200421

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: 20201006

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20201012

R150 Certificate of patent or registration of utility model

Ref document number: 6778583

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250