JP2007100470A - Construction method of rebuilding into house with rooftop - Google Patents

Construction method of rebuilding into house with rooftop Download PDF

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JP2007100470A
JP2007100470A JP2005295030A JP2005295030A JP2007100470A JP 2007100470 A JP2007100470 A JP 2007100470A JP 2005295030 A JP2005295030 A JP 2005295030A JP 2005295030 A JP2005295030 A JP 2005295030A JP 2007100470 A JP2007100470 A JP 2007100470A
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shaped steel
rooftop
bent
roof
house
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Kenichi Miyamoto
賢一 宮本
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MIYAMOTO HOUSE KOGYO KK
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MIYAMOTO HOUSE KOGYO KK
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<P>PROBLEM TO BE SOLVED: To improve the construction method of rebuilding the existing house into a house with a rooftop and to place rooftop floorings appropriately and efficiently. <P>SOLUTION: The construction method includes a roof-removal process, a framework process, a bent-plate attachment process, a C-shaped steel attachment process, and the process of placing the rooftop floorings. The roof-removal process is for removing the roof of the existing house and exposing beams, and the framework process is for making frameworks on the beam with a squared timber. Then the bent-plate attachment process is for placing and attaching the corrugated cross-section bent plates on the frame without creating any clearance, and the C-shaped steel attachment process is for attaching C-shaped steels on the bent plates by making the C-shaped steels intersect the groove direction of the bent plates and by directing the opening of the C-shaped steels downward. The process of placing the rooftop floorings is for placing the rooftop floorings on the C-shaped steels. In the C-shaped steel attachment process, a metal fixture 11 is fixed on the top surface of the bent plates so that both of the end parts of the metal fixture 11 are directed upward and that the direction of a C-shaped steel retaining groove, which is formed between both of the end parts, intersects the grove direction of the bent plate 10. Both ends of the U-shaped cross-section metal fixture 11 are bent at a nearly 90° angle in the same direction with respect to the midsection. Then the C-shaped steel 14 is retained by the C-shaped steel retaining groove 11c of the metal fixture 11, and the bent end part 11b of the metal fixture and the side wall part of the C-shaped steel are screwed with a screw 15. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、既存家屋を屋上付き家屋に改築する工事の方法に関する。   The present invention relates to a construction method for renovating an existing house to a rooftop house.

本件出願人は、以前に、既存家屋を屋上付き家屋に改築する工事の方法に関する特許出願をしている。
特開2002−201800号公報
The present applicant has previously filed a patent application regarding a method of renovating an existing house to a rooftop house.
JP 2002-20800 A

特許文献1に記載の方法は、屋根から天井を完全に撤去したのち新規建築の場合と同じ方法で屋上を構築する従来の方法に比べ、既存家屋を短期間で屋上付き家屋に改築することができるという利点を有している。ただし、実際にこの方法で改築工事を行う場合、屋上床材の形状や敷設の仕方によっては、次のような施工上の問題点があることが判明してきた。   The method described in Patent Document 1 can convert an existing house into a house with a roof in a short period of time, compared to the conventional method in which the roof is constructed in the same way as in the case of new construction after completely removing the ceiling from the roof. It has the advantage of being able to. However, when renovation work is actually carried out by this method, it has been found that there are the following construction problems depending on the shape of the rooftop material and the way of laying.

図14は特許文献1に記載の方法で工事を行う場合における屋上床材敷設工程を表わしている。図中の10は折板、14はC型鋼、15はボルト、16は屋上床材で、これらは特許文献1で記入されている符合に合わせてある。図示されているように、C型鋼14の上面に折板にC型鋼を取り付けるためのボルト15の頭部が突出しているため、該ボルトの頭部と屋上床材16の第一、第二垂下部16a,16bとが干渉して、屋上床材16を適正に敷設できない場合があった。また、ボルト15の頭部に屋上床材16の第一、第二垂下部16a,16bが干渉することがないにしても、C型鋼14上で屋上床材16を移動させる際にボルト15の頭部に当らないように屋上床材16を持ち上げなければならず、一人での屋上床材敷設作業が困難であるので、最低でも二人を作業を行わねばならないという効率の悪さがあった。   FIG. 14 shows a roof floor material laying process in the case where construction is performed by the method described in Patent Document 1. In the figure, 10 is a folded plate, 14 is a C-shaped steel, 15 is a bolt, 16 is a rooftop floor material, and these are in accordance with the signs described in Patent Document 1. As shown in the drawing, since the head of a bolt 15 for attaching the C-shaped steel to the folded plate protrudes from the upper surface of the C-shaped steel 14, the head of the bolt and the first and second hanging of the rooftop flooring 16 The parts 16a and 16b may interfere with each other and the rooftop flooring 16 may not be properly laid. Even if the first and second hanging parts 16 a and 16 b of the roof floor material 16 do not interfere with the heads of the bolts 15, when the roof floor material 16 is moved on the C-shaped steel 14, Since the roof floor material 16 must be lifted so as not to hit the head, and it is difficult to lay the roof floor material alone, there is an inefficiency that two people must work at least.

本発明は、上記事情に鑑みなされたもので、従来の既存家屋を屋上付き家屋に改築する工事の方法を改良して、屋上床材を適正かつ効率的に敷設することができるようにすることを課題としている。   The present invention has been made in view of the above circumstances, and improves the construction method for renovating a conventional existing house to a house with a roof so that the roof floor material can be laid appropriately and efficiently. Is an issue.

上記課題に対して次のような方策を講じた。すなわち、本発明にかかる既存家屋を屋上付き家屋に改築する工事の方法は、 既存家屋の屋根を撤去して梁を露出させる屋根撤去工程と、前記梁の上に角材で枠組を組む枠組工程と、前記枠組の上に断面波形の折板を隙間なく並べて取り付ける折板取付工程と、前記折板の上に該折板の溝方向と交差させてC型鋼をその開口部を下側にして取り付けるC型鋼取付工程と、前記C型鋼の上に屋上床材を敷設する屋上床材敷設工程とを包含する屋上付き家屋に改築する工事の方法であって、前記C型鋼取付工程は、中央部に対して両端部が同方向に略90度屈曲した断面コ字形の取付金具を両端部が上を向き、かつ両端部の間に形成されるC型鋼保持溝の方向が前記折板の溝方向と交差するように該折板の上面に固定し、その取付金具のC型鋼保持溝でC型鋼を保持して、取付金具の屈曲端部とC型鋼の側壁部とをビスで螺着することを特徴としている。   The following measures were taken for the above issues. That is, the method of construction for renovating an existing house according to the present invention to a house with a roof includes a roof removing process of removing the roof of the existing house and exposing the beam, and a frame process of forming a frame with a square on the beam. A folded plate mounting step in which folded plates having a corrugated cross section are mounted on the frame without gaps, and a C-shaped steel is mounted on the folded plate with its opening facing down, intersecting the groove direction of the folded plate. A method of remodeling a rooftop house including a C-shaped steel mounting step and a rooftop flooring laying step for laying a rooftop flooring on the C-shaped steel, wherein the C-shaped steel mounting step On the other hand, a U-shaped mounting bracket whose both ends are bent by approximately 90 degrees in the same direction, both ends are directed upward, and the direction of the C-shaped steel holding groove formed between both ends is the groove direction of the folded plate Fix to the upper surface of the folded plate so that it intersects, It holds the C-type steel Jimizo, and a side wall portion of the bent end portion and the C-type steel mounting bracket characterized by screwed with screws.

本発明によれば、C型鋼取付工程が終了した時点でC型鋼の上面にボルト、ナット等の突起物がないので、その上に屋上床材を適正に敷設することができるとともに、その敷設作業を効率的に行うことができる。   According to the present invention, since there are no projections such as bolts and nuts on the upper surface of the C-shaped steel at the time when the C-shaped steel mounting process is completed, the rooftop floor material can be properly laid thereon and the laying work Can be performed efficiently.

以下、図1に示す既存家屋Aを図2に示す屋上付き家屋Bに改築する工事を例にとって、本発明を具体的に説明する。   Hereinafter, the present invention will be described in detail by taking as an example the construction of remodeling the existing house A shown in FIG. 1 into a rooftop house B shown in FIG.

改築工事に際しては、まず既存家屋Aの屋根1を撤去して梁を露出させる(屋根撤去工程)。図3は屋根撤去工程を終了した状態を示す工事箇所の斜視図であり、縦横に組まれた梁2が露出している。梁2の下側には天井材3がそのまま残されている。   In the reconstruction work, first, the roof 1 of the existing house A is removed to expose the beams (roof removing process). FIG. 3 is a perspective view of the construction location showing the state after the roof removal process, and the beams 2 assembled vertically and horizontally are exposed. The ceiling material 3 is left as it is below the beam 2.

次に、図4に示すように、梁2の上に角材4で枠組を組む(枠組工程)。実施例では、角材として鋼管4を使用し、これを格子状に組んでいる。鋼管同士の連結方法としては、例えば図5に示すように、縦向きの鋼管4(1)にL型の連結片5を溶接で取り付け、この連結片5と横向きの鋼管4(2)とをボルト6及びナット7で固定するとよい。   Next, as shown in FIG. 4, a frame is formed on the beam 2 with square bars 4 (frame setting step). In the embodiment, a steel pipe 4 is used as a square member and is assembled in a lattice shape. As a method for connecting steel pipes, for example, as shown in FIG. 5, an L-shaped connecting piece 5 is attached to a vertical steel pipe 4 (1) by welding, and the connecting piece 5 and the horizontal steel pipe 4 (2) are connected. It is good to fix with the volt | bolt 6 and the nut 7. FIG.

また、次の折板取付工程の前工程として、図6に示すように、鋼管4の上面に折板支持体8を取り付ける。この折板支持体8の頂部には、固定ボルト9がねじ部を上向きにして固定されている。   Moreover, as shown in FIG. 6, the folded plate support body 8 is attached to the upper surface of the steel pipe 4 as a pre-process of the next folded plate attachment process. A fixing bolt 9 is fixed to the top of the folded plate support 8 with the threaded portion facing upward.

そして、図7に示すように、鋼管4の枠組の上に断面波形の折板10を隙間なく並べて取り付ける(折板取付工程)。その取付方法は、折板10をその通孔10aに固定ボルト9が挿通されるように折板支持体8の上に重ね合わせ、さらに後述する取付金具11をそのボルト孔11dに固定ボルト9が挿通されるように折板10の上に載置し、折板支持体8及び取付金具11よりも上に突出する固定ボルト9の端部に座金12を嵌合させてからナット13を螺着させることにより、折板10及び取付金具11を共に折板支持体8に固定する。複数枚の折板10を並べる場合、熱伸縮で折板10が変形するのを防止するために、隣接する折板10同士は固定しない。折板10の溝方向に勾配をつけて並べると、排水が良好である。   Then, as shown in FIG. 7, the folded plates 10 having a corrugated cross section are arranged on the frame of the steel pipe 4 without any gaps (folded plate attaching step). The mounting method is such that the folded plate 10 is overlapped on the folded plate support 8 so that the fixing bolt 9 is inserted into the through hole 10a, and a mounting bracket 11 to be described later is attached to the bolt hole 11d. It is placed on the folded plate 10 so as to be inserted, and the nut 13 is screwed after the washer 12 is fitted to the end of the fixing bolt 9 protruding above the folded plate support 8 and the mounting bracket 11. By doing so, both the folded plate 10 and the mounting bracket 11 are fixed to the folded plate support 8. When a plurality of folded plates 10 are arranged, adjacent folded plates 10 are not fixed to prevent the folded plates 10 from being deformed by thermal expansion and contraction. If the folded plate 10 is arranged with a gradient in the groove direction, drainage is good.

前記取付金具11は、細長い長方形の金属板をプレス加工により成形したもので、図8に示すように、中央部11aに対して両端部11b,11bが同方向に略90度屈曲した断面コ字形をし、一対の屈曲端部11b,11bの間にC型鋼保持溝11cが形成されている。このC型鋼保持溝11cの幅は、後述するC型鋼14の幅よりも若干広く設定してある。そして、中央部11aには、C型鋼保持溝11cの幅方向に長いボルト孔11dが穿設されている。また、両屈曲端部11b,11bには、ビス孔11e,11eがそれぞれ穿設されている。これら一対のビス孔11e,11eの位置は、C型鋼保持溝11cの長さ方向に関してボルト孔11dの位置を基準にして互いに逆方向にずらしてある。   The mounting bracket 11 is formed by press-working a long and narrow rectangular metal plate. As shown in FIG. 8, both end portions 11b and 11b are bent substantially 90 degrees in the same direction with respect to the central portion 11a. A C-shaped steel retaining groove 11c is formed between the pair of bent end portions 11b and 11b. The width of the C-shaped steel holding groove 11c is set slightly wider than the width of the C-shaped steel 14 described later. The central portion 11a has a bolt hole 11d that is long in the width direction of the C-shaped steel holding groove 11c. Further, screw holes 11e and 11e are formed in both bent end portions 11b and 11b, respectively. The positions of the pair of screw holes 11e and 11e are shifted in opposite directions with respect to the length direction of the C-shaped steel holding groove 11c with reference to the position of the bolt hole 11d.

次いで、図9に示すように、折板10の溝方向と交差させるとともに開口部を下側に向けたC型鋼14を取付金具11のC型鋼保持溝11cに保持させて、前記ビス孔11e,11eから挿入したビス15,15によって、取付金具11の屈曲端部11b,11bとC型鋼14の側壁部14a,14aとを螺着する(C型鋼取付工程)。   Next, as shown in FIG. 9, the C-shaped steel 14 that intersects the groove direction of the folded plate 10 and the opening is directed downward is held in the C-shaped steel holding groove 11 c of the mounting bracket 11, and the screw holes 11 e, The bent end portions 11b and 11b of the mounting bracket 11 and the side wall portions 14a and 14a of the C-shaped steel 14 are screwed together by screws 15 and 15 inserted from 11e (C-type steel mounting step).

取付金具11の一対の屈曲端部11b,11bの間隔がC型鋼14の幅よりも若干広く、ボルト孔11dが長孔になっているので、複数の固定ボルト9の配列が真っ直ぐに揃っていなくても、取付金具11のC型鋼保持部11c内にC型鋼14を保持することができる。また、一対のビス孔11e,11eの位置がずらしてあるため、取付金具11の屈曲端部11b,11bとC型鋼14の側壁部14a,14aとを螺着すると、図10に示すように、C型鋼14に対して取付金具11が斜めになり、取付金具11の屈曲端部11b,11bの角がC型鋼14の側壁面に係合し、取付金具11とC型鋼14とが緊密に一体化される。   Since the distance between the pair of bent end portions 11b, 11b of the mounting bracket 11 is slightly wider than the width of the C-shaped steel 14 and the bolt holes 11d are elongated holes, the arrangement of the plurality of fixing bolts 9 is not straight. However, the C-shaped steel 14 can be held in the C-shaped steel holding portion 11 c of the mounting bracket 11. Further, since the positions of the pair of screw holes 11e, 11e are shifted, when the bent end portions 11b, 11b of the mounting bracket 11 and the side wall portions 14a, 14a of the C-shaped steel 14 are screwed together, as shown in FIG. The mounting bracket 11 is inclined with respect to the C-shaped steel 14, the corners of the bent end portions 11b and 11b of the mounting bracket 11 are engaged with the side wall surface of the C-shaped steel 14, and the mounting bracket 11 and the C-shaped steel 14 are tightly integrated. It becomes.

最後に、図11に示すように、C型鋼14の上に該C型鋼に交差させて屋上床材16を敷設する(屋上床材敷設工程)。屋上床材16は、図12に示すように、一方の端縁には平板状の第一垂下部16aが形成され、他方の端縁には底面レベルが前記第一垂下部16aの下端レベルとほぼ同じの溝を有する第二垂下部16bが形成された形状をしている。第二垂下部16bの溝に隣の屋上床材16の第一垂下部16aが嵌合する状態で各屋上床材16を敷設し、ねじ式固着具17によってC型鋼14に固着する。C型鋼14の上面に突起物がないので、この屋上床材敷設作業を効率良く行うことができる。   Finally, as shown in FIG. 11, a rooftop floor material 16 is laid on the C-shaped steel 14 so as to cross the C-shaped steel (a rooftop floor material laying step). As shown in FIG. 12, the roof floor material 16 is formed with a flat plate-like first hanging portion 16a at one end edge, and a bottom surface level at the other end edge with a lower end level of the first hanging portion 16a. The second hanging portion 16b having substantially the same groove is formed. Each roof floor material 16 is laid in a state where the first hanging portion 16a of the adjacent roof floor material 16 is fitted in the groove of the second hanging portion 16b, and is fixed to the C-shaped steel 14 by the screw type fixing tool 17. Since there is no protrusion on the upper surface of the C-shaped steel 14, this rooftop floor material laying operation can be performed efficiently.

このように構築された屋上付き家屋Bは、天井材3と屋上床材16との間の空間が広く、しかもその空間が折板10によって上下に仕切られて空気の対流が抑えられているので、断熱性が良好である。雨水は屋上床材16,16間を通って第二垂下部16bの溝に受けられて排水される。   In the house B with the roof constructed in this way, the space between the ceiling material 3 and the roof floor material 16 is wide, and the space is partitioned up and down by the folded plate 10 to suppress air convection. Good heat insulation. Rainwater passes between the roofing floor materials 16 and 16 and is received and drained by the groove of the second hanging portion 16b.

上記実施例では一般的な日本家屋を屋上付き家屋に改築する場合について説明したが、本発明は一般的な日本家屋以外にも適用可能である。例えば、図13に示すプレハブ家屋Cのように屋根部分が断面波形の折板10で形成されている場合は、既存の折板10をそのまま利用し、屋根撤去工程、枠組工程及び折板取付工程を省くことができる。   In the above embodiment, a case where a general Japanese house is remodeled into a house with a roof has been described. However, the present invention is applicable to other than a general Japanese house. For example, when the roof portion is formed of the folded plate 10 having a corrugated cross section as in the prefab house C shown in FIG. 13, the existing folded plate 10 is used as it is, and the roof removal process, the frame process, and the folded plate attachment process. Can be omitted.

既存家屋の斜視図である。It is a perspective view of an existing house. 屋上付き家屋の斜視図である。It is a perspective view of a house with a roof. 屋根撤去工程を終えた状態を示す工事箇所の斜視図である。It is a perspective view of the construction location which shows the state which finished the roof removal process. 枠組工程を終えた状態を示す工事箇所の(a)正面断面図、及び(b)側面断面図である。It is (a) front sectional drawing of the construction location which shows the state which finished the frame process, and (b) side sectional drawing. 鋼管の連結部の斜視図である。It is a perspective view of the connection part of a steel pipe. 鋼管への折板支持体の取付部の斜視図である。It is a perspective view of the attaching part of the folded-plate support body to a steel pipe. 折板取付工程を終えた状態を示す工事箇所の(a)正面断面図、及び(b)側面断面図である。It is (a) front sectional drawing of the construction location which shows the state which finished the folded-plate attachment process, and (b) side sectional drawing. 取付金具の斜視図である。It is a perspective view of a mounting bracket. C型鋼取付工程を終えた状態を示す工事箇所の(a)正面断面図、及び(b)側面断面図である。It is (a) front sectional drawing of the construction location which shows the state which finished the C-shaped steel attachment process, and (b) side sectional drawing. 取付金具及びC型鋼の平面図である。It is a top view of a mounting bracket and C-type steel. 屋上床材敷設工程を終えた状態を示す工事箇所の(a)正面断面図、及び(b)側面断面図である。It is the (a) front sectional view of the construction location which shows the state which finished the roof floor material laying process, and (b) side sectional view. 屋上床材の斜視図である。It is a perspective view of a rooftop floor material. プレハブ家屋の斜視図である。It is a perspective view of a prefabricated house. 従来の屋上床材敷設工程を表わす斜視図である。It is a perspective view showing the conventional rooftop floor laying process.

符号の説明Explanation of symbols

A 改築前の家屋
B 改築後の家屋
1 屋根
2 梁
3 天井材
4 鋼管(角材)
8 折板支持体
9 固定ボルト
10 折板
11 取付金具
11a 中央部
11b 屈曲端部
11c C型鋼保持溝
14 C型鋼
15 ビス
16 屋上床材
A House before renovation B House after renovation 1 Roof 2 Beam 3 Ceiling material 4 Steel pipe (Square)
8 Folded plate support 9 Fixing bolt 10 Folded plate 11 Mounting bracket 11a Center portion 11b Bent end portion 11c C-type steel holding groove 14 C-type steel 15 Screw 16 Roof floor material

Claims (1)

既存家屋の屋根を撤去して梁を露出させる屋根撤去工程と、前記梁の上に角材で枠組を組む枠組工程と、前記枠組の上に断面波形の折板を隙間なく並べて取り付ける折板取付工程と、前記折板の上に該折板の溝方向と交差させてC型鋼をその開口部を下側にして取り付けるC型鋼取付工程と、前記C型鋼の上に屋上床材を敷設する屋上床材敷設工程とを包含する屋上付き家屋に改築する工事の方法であって、
前記C型鋼取付工程は、中央部に対して両端部が同方向に略90度屈曲した断面コ字形の取付金具を両端部が上を向き、かつ両端部の間に形成されるC型鋼保持溝の方向が前記折板の溝方向と交差するように該折板の上面に固定し、その取付金具のC型鋼保持溝でC型鋼を保持して、取付金具の屈曲端部とC型鋼の側壁部とをビスで螺着することを特徴とする屋上付き家屋に改築する工事の方法。
A roof removal step of removing the roof of the existing house to expose the beam, a frame step of forming a frame with square bars on the beam, and a folded plate attaching step of mounting folded plates with a corrugated cross section on the frame without gaps And a C-shaped steel mounting step for mounting the C-shaped steel on the folded plate so as to intersect the groove direction of the folded plate with the opening facing down, and a rooftop for laying a rooftop floor material on the C-shaped steel A method of renovation to a rooftop house that includes a material laying process,
The C-shaped steel mounting step is a C-shaped steel retaining groove formed between the both ends of a U-shaped mounting bracket whose both ends are bent approximately 90 degrees in the same direction with respect to the central portion. Is fixed to the upper surface of the folded plate so that the direction of the folded plate intersects the groove direction of the folded plate, the C-shaped steel is held in the C-shaped steel holding groove of the mounting bracket, and the bent end of the mounting bracket and the side wall of the C-shaped steel A method of construction to renovate a house with a roof, which is characterized by screwing the part with a screw.
JP2005295030A 2005-10-07 2005-10-07 Construction method of rebuilding into house with rooftop Pending JP2007100470A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014163043A (en) * 2013-02-21 2014-09-08 Ykk Ap株式会社 Deck

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6482202A (en) * 1987-09-25 1989-03-28 Yamazaki Mazak Corp Method for controlling coordinates system in machine tool
JPH01226967A (en) * 1988-03-07 1989-09-11 Sanko Metal Ind Co Ltd Foldable plate roof for repair use
JP2002201800A (en) * 2000-12-27 2002-07-19 Miyamoto House Kogyo:Kk Method for rebuilding existing house into house with roof floor, and roof floor material
JP2005042346A (en) * 2003-07-25 2005-02-17 Teruo Igarashi Floor joist hanger for double floor, mounting method of the floor joist hanger for double floor, vent frame body and mounting method of the vent frame body

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6482202A (en) * 1987-09-25 1989-03-28 Yamazaki Mazak Corp Method for controlling coordinates system in machine tool
JPH01226967A (en) * 1988-03-07 1989-09-11 Sanko Metal Ind Co Ltd Foldable plate roof for repair use
JP2002201800A (en) * 2000-12-27 2002-07-19 Miyamoto House Kogyo:Kk Method for rebuilding existing house into house with roof floor, and roof floor material
JP2005042346A (en) * 2003-07-25 2005-02-17 Teruo Igarashi Floor joist hanger for double floor, mounting method of the floor joist hanger for double floor, vent frame body and mounting method of the vent frame body

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014163043A (en) * 2013-02-21 2014-09-08 Ykk Ap株式会社 Deck

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