JPH0420644A - Construction of dovetail joint-type long galvanized iron sheet roof - Google Patents

Construction of dovetail joint-type long galvanized iron sheet roof

Info

Publication number
JPH0420644A
JPH0420644A JP12489890A JP12489890A JPH0420644A JP H0420644 A JPH0420644 A JP H0420644A JP 12489890 A JP12489890 A JP 12489890A JP 12489890 A JP12489890 A JP 12489890A JP H0420644 A JPH0420644 A JP H0420644A
Authority
JP
Japan
Prior art keywords
bent
bent portion
roof
entire length
ridge
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
JP12489890A
Other languages
Japanese (ja)
Other versions
JP2688379B2 (en
Inventor
Sadao Yachi
谷地 定男
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.)
YACHI BANKIN KOGYO KK
Original Assignee
YACHI BANKIN KOGYO KK
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 YACHI BANKIN KOGYO KK filed Critical YACHI BANKIN KOGYO KK
Priority to JP2124898A priority Critical patent/JP2688379B2/en
Publication of JPH0420644A publication Critical patent/JPH0420644A/en
Application granted granted Critical
Publication of JP2688379B2 publication Critical patent/JP2688379B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To raise the efficiency of operation by a method in which waterproofing material-holding grooves are formed on the base of a roof panel, and partial hangers having shorter upside bent portions in projected length than the width of the inwardly sloped bend of the base are combined with the upper and lower bases of roof. CONSTITUTION:In a roof panel A, the whole length of longitudinal edge side is bent to form an upwardly bent portion 8, and the whole length of the edge side of the portion 8 is forwardly bent to form an inwardly sloped bent portion 9. Waterproofing material 11-holding grooves 10 are formed over the whole length of the portion 9, and an L-shaped base 2 is formed. The partial hanger B of a Z-shaped form consists of an upwardly bent portion 15 of a shorter projected length than the bent width of the portion 9 of the lower base 2, an uprising part 17, and a downside bent portion 18 formed sidewards to the opposite direction of the bent portion 15. The partial hangers B are set at an adequate interval in the longitudinal direction of the base 2 of the roof panel A.

Description

【発明の詳細な説明】 産業上の利用分野 本発明は、長尺トタン板を使用する屋根葺工法の改良に
関する。
DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to an improvement in a roofing method using long galvanized iron plates.

従来技術と問題点 下馳と下馳と吊子とで防水材を挟圧したトタン葺屋根が
知られている(たとえば、実公昭57−41296号公
報、実開昭62−11111118号公報、実開昭62
−1111819号公報等参照)。
Prior Art and Problems There are known galvanized iron roofs in which the waterproofing material is compressed between the lower legs, lower legs, and hangers (for example, Japanese Utility Model Publication No. 57-41296, Japanese Utility Model Application Publication No. 62-11111118, 1986
(Refer to Publication No.-1111819, etc.).

上記従来技術は、吊子に通し吊子を使用しているため、
防水材挟圧の際に下馳、下馳、通し吊子の3枚重ねされ
た屋根板を全長にわたって折曲加工しなければならず、
大変な労力を必要とし、かつ屋根の谷部では通し吊子を
切取り、その吊子のなくなった部位の下馳と下馳とを横
倒し、トタン板で構成した谷部と、上記の横倒した馳部
とで巻駒を構成して、前記屋根板を上記谷部に接続しな
ければならず、施工作業に手間がかかり、作業性が思わ
しくなかった。また、下馳、下馳、通し吊子の3枚重ね
された屋根板を屈曲加工するため、トタン板の重ね枚数
が多いと発生しやすい屈曲部の折切れ現象(クラックが
発生して切断寸前の状態、切断した状態などのこと)が
発生しやすくなる。この折切れ現象は建物の屋根面と、
この屋根面周囲の立土壁との隅部に沿って屋根板を屈曲
した時にしばしば発生するため、折切れ現象を防止する
ために屋根板屈曲部の半径を大きくして工事を行なって
いるが、このようにすると上記隅部と屋根板屈曲部との
間に大きな三角形の空間が形成され、屋根板屈曲部の風
圧、積雪荷重などに対する強度が不十分になる。そして
、下馳、下馳、通し吊子で構成される馳部に防水材保持
部が形成されていないため、施工過程で防水材が流出す
ることがあり、また、通し吊子に凹溝部を形成したもの
もあったが、その凹溝部が施工過程で扁平に変形するた
めに防水材の保持が不十分になり、馳部の防水性に改善
の余地がある。
Since the above-mentioned conventional technology uses a hanger that is passed through a hanger,
When compressing the waterproofing material, the three stacked roof panels, the lower deck, lower deck, and through-hanger, had to be bent along their entire length.
It requires a lot of labor, and the hanging ropes are cut out in the valleys of the roof, and the lower legs and lower legs where the hanging ropes are missing are laid down, and the valleys made of galvanized iron plates are replaced with the above-mentioned fallen hanging ropes. It is necessary to form a winding piece with the roof plate and connect the roof plate to the trough, which requires a lot of work and is not as efficient. In addition, since the roof panels are made of three stacked roof panels: the lower deck, the lower deck, and the through-hanging panels, we are bending the roof panels, so if there are a large number of stacked galvanized iron panels, the phenomenon of breakage at the bent portions (cracks may occur and the roof is on the verge of being cut) is also avoided. condition, disconnected condition, etc.) are more likely to occur. This breaking phenomenon occurs when the roof surface of a building
This often occurs when the roof panels are bent along the corner with the standing earthen wall around the roof surface, so construction work is carried out by increasing the radius of the bend in the roof panels to prevent this phenomenon. If this is done, a large triangular space will be formed between the corner and the bent portion of the roof sheet, resulting in insufficient strength of the bent portion of the roof sheet against wind pressure, snow load, etc. In addition, since there is no waterproofing material holding part formed in the berm, which is made up of the lower bezel, the lower bevel, and the threaded hanger, the waterproofing material may leak out during the construction process. However, the grooves were flattened during the construction process, resulting in inadequate retention of the waterproofing material, and there is room for improvement in the waterproofness of the ribs.

本発明は、かかる事情に鑑みてなしたもので、少ない労
力で施工でき、かつ作業性にすぐれ、折切れ現象の発生
を防止して風圧、積雪荷重などに対する十分な強度を有
し、防水性にすぐれるトタン葺屋根が得られる施工法の
提案を目的とする。
The present invention was developed in view of the above circumstances, and can be constructed with less labor, has excellent workability, prevents the occurrence of breakage, has sufficient strength against wind pressure, snow load, etc., and is waterproof. The purpose of this project is to propose a construction method that can produce a tin roof with excellent quality.

問題点解決のための手段 上述の目的を達成するために本発明がなした手段は、部
分吊子を使用すること、屋根板の下馳に防水材用の保持
溝を成形したこと、下馳の内向傾斜折曲部の折曲幅より
も突出長の短い上側折曲部が成形された部分吊子を屋根
板の下馳、下馳などと組合わせること、該下馳、下馳な
どに設けた防水材を仮止め及び3回の締付けで前記保持
溝をはじめとする馳部に保持せしめることなどである。
Means for Solving the Problems Means taken by the present invention to achieve the above-mentioned object are the use of partial hangers, the formation of retaining grooves for waterproofing material in the lower roof plate, and Combining a partial hanger formed with an upper bent part with a protruding length shorter than the bending width of the inwardly inclined bent part with the lower part of the roof board, such as the lower part of the roof panel, The provided waterproofing material is temporarily fixed and tightened three times to be held in the retaining groove and other parts.

実施例 図面の第2図から第11図を参照しながら説明する。Example This will be explained with reference to FIGS. 2 to 11 of the drawings.

第1工程 この工程は、本発明施工法で使用する屋根板
への構成工程である。
1st Step This step is a construction step for the roof panels used in the construction method of the present invention.

屋根板Aは、長尺トタン板の幅側適宜部位(たとえば、
幅側中央部、長手一側縁側又は長手他側縁側に偏った部
位など)の全長にわたって、予め建物Cの長尺屋根下地
材13上に具備された蟻掛吊子14に係合するための上
向係合部3を断面側U字形、断面Ω形(不図示)などに
成形して構成する。
The roof board A is a suitable part on the width side of a long galvanized iron board (for example,
For engaging with the dovetail hanger 14 provided in advance on the elongated roof base material 13 of the building C over the entire length of the central part of the width side, the part biased toward the edge of one longitudinal side, or the edge of the other longitudinal side, etc. The upward engaging portion 3 is formed into a U-shape in cross section, an Ω-shape in cross-section (not shown), or the like.

屋根板Aは、長手一側縁側全長を上向に起曲して上向起
曲部4を成形し、その上向起曲部の端縁側全長を上向係
合部3の反対側に向けて前下りに傾斜折曲せしめて外向
傾斜折曲部5を成形し、該外向傾斜折曲部の端縁側全長
を下向に折曲げて下向折曲部6を成形せしめ、この下向
折曲部の端縁側全長を上向起曲部4側に向けて僅か折曲
して端部下向折曲部7を成形し、かくして、断面弓形の
下馳1を形成せしめて構成する。下馳1の端部下向折曲
部7は、第6工程、第7工程、第8工程などの締付は工
程で、下馳1を下馳2の防水材12に密着させ或いは食
い込ませるために成形し、その防水材の保持性を向上せ
しめる。屋根板Aは、長手他側縁側全長を上向に折曲し
て上向折曲部8を成形し、この上向折曲部の端縁側全長
を上向係合部3側に向って前下りに傾斜折曲して内向傾
斜折曲部9を成形し、この内向傾斜折曲部全長にわたっ
て、防水材ll用の保持溝10を断面■字形、同U字形
(不図示)などに成形し、防水材の保持性が改善された
断面略側り字形(断面1形)の下馳2を成形して構成す
る。かくして、第1工程では、第2図示の如く下馳1、
下馳2、上向係合部3が幅方向に平行かつ長さ方向全長
に成形された屋根板Aが構成されるが、この屋根板の構
成と同時に下馳1の外向傾斜折曲部5の下面に防水材1
1を適宜の注入手段(たとえば、自動注入機による注入
、手作業による注入など)で注入して一番目の防水層を
設け、屋根板Aの全体を構成する。上記防水材11は、
やわらかで延展性に富み、金属に付着しやすく、かつ吸
水性を有しない周知のコーキング材で、第6工程、第7
工程、第8工程などの締付は工程で強力に締付けると、
馳部の隙間をくまなく埋め、かつ上記の強力な締付けで
下馳1、下馳2、部分吊子Bなどに歪みが発生しても吸
収し、下馳1及び下馳2の防水材保持性能が向上してい
ることと相俟って、すぐれた防水性を発揮する(第2図
)。
The roof plate A is formed by bending the entire length of the edge side of one longitudinal side upward to form an upwardly bent part 4, and the entire length of the edge side of the upwardly bending part is directed to the opposite side of the upward engaging part 3. The outwardly inclined bent portion 5 is formed by bending the outwardly inclined bent portion downward, and the entire length of the edge side of the outwardly inclined bent portion is bent downward to form the downward bent portion 6. The entire length of the end edge side of the curved part is slightly bent toward the upwardly bent part 4 side to form the end downwardly bent part 7, thus forming the lower leg 1 having an arcuate cross section. The downward bent portion 7 at the end of the lower bridge 1 is used to make the lower bridge 1 adhere to or bite into the waterproof material 12 of the lower bridge 2 during tightening processes such as the sixth, seventh, and eighth steps. to improve the retention of the waterproof material. The entire length of the other longitudinal edge of the roof plate A is bent upward to form an upwardly bent portion 8, and the entire length of the edge of this upwardly bent portion is bent forward toward the upward engaging portion 3 side. An inwardly inclined bent portion 9 is formed by bending downwardly, and a retaining groove 10 for the waterproof material 11 is formed into a ■-shaped cross section, a U-shaped cross section (not shown), etc. over the entire length of this inwardly inclined bent portion. It is constructed by molding a lower bar 2 having a substantially side-shaped cross section (1-shaped cross section) with improved retention of waterproof material. Thus, in the first step, as shown in the second diagram, the lower part 1,
A roof plate A is constructed in which the lower roof plate 2 and the upward engaging portion 3 are formed parallel to the width direction and have the entire length in the length direction. Waterproof material 1 on the underside of
1 is injected using an appropriate injection means (for example, injection using an automatic injection machine, manual injection, etc.) to form a first waterproof layer, thereby forming the entire roof panel A. The waterproof material 11 is
It is a well-known caulking material that is soft and highly ductile, easily adheres to metal, and does not have water absorption properties.
If the tightening in the process, 8th process etc. is strongly tightened in the process,
It fills all the gaps in the bridge parts, and even if distortion occurs in the lower bridge 1, lower barrier 2, partial hanger B, etc., it is absorbed by the above-mentioned strong tightening, and the waterproof material of the lower bridge 1 and lower barrier 2 is retained. Combined with improved performance, it exhibits excellent waterproof properties (Figure 2).

第2工程 この工程は、屋根板Aに対する防水材付与工
程である。
Second Step This step is a step of applying waterproofing material to the roof panel A.

屋根板Aの下馳2に成形されている内向傾斜折曲部9の
下面に防水材12を貼着して設ける。この防水材は、粘
着力に富むものの、流動性と吸水性とを呈しない周知の
シーリング材で二番目の防水層を形成せしめる(第3図
)。
A waterproof material 12 is attached and provided on the lower surface of an inwardly inclined bent part 9 formed on a lower frame 2 of a roof board A. The second waterproof layer is formed using a well-known sealing material that is highly adhesive but does not exhibit fluidity or water absorption (Figure 3).

第3工程 この工程から屋根葺工事が開始される。工程
説明に先立って、この工程以後に使用される部分吊子B
の構成を説明する。
3rd process Roofing work starts from this process. Before explaining the process, I would like to introduce the partial hanger B used after this process.
The configuration of is explained.

部分吊子Bは、下馳2の内向傾斜折曲部9の折曲幅寸法
よりも突出長の短寸な横向の上側折曲部15と立上部1
フと上側折曲部15と反対方向の横向に折曲成形された
下側折曲部18とで断面略2学形に構成する。部分吊子
Bの上側折曲部15の突出長が下馳2の内向傾斜折曲部
9の折曲幅寸法よりも短寸に成形されているのは、第6
工程、第7工程、第8工程等の締付は工程で、防水材1
1が上側折曲部15の端縁側から下馳2の内向傾斜折曲
部9の上面にまで延展し、保持溝10で保持されやすく
するためである。
The partial hanger B includes a horizontal upper bent portion 15 whose protrusion length is shorter than the bending width dimension of the inwardly inclined bent portion 9 of the lower beam 2, and a raised portion 1.
The upper bent part 15 and the lower bent part 18 formed by bending laterally in the opposite direction are configured to have a substantially two-dimensional cross section. The reason why the protruding length of the upper bent portion 15 of the partial hanger B is formed to be shorter than the bending width dimension of the inwardly inclined bent portion 9 of the lower beam 2 is that
Tightening process, 7th process, 8th process, etc. is a process, waterproofing material 1
1 extends from the edge side of the upper bent portion 15 to the upper surface of the inwardly inclined bent portion 9 of the lower ridge 2 and is easily held in the holding groove 10.

次に工程を説明する。Next, the process will be explained.

建物Cに予め具備された長尺屋根下地材13上に取付け
られた蟻掛吊子14に上向係合部3を係合して屋根板A
を長尺屋根下地材13上に定置し、屋根板Aの下馳2の
長手方向に適宜間隔をおいて複数の部分吊子Bを配設し
、その吊子の上側折曲部15を下馳2の内向傾斜折曲部
9上に配置する。部分吊子Bの配設手段は、立上部17
を下馳2の上向折曲部8に当接せしめ、下側折曲部18
を建物C(詳しくは、長尺屋根下地材及び野地板を介し
て建物のたる木)に打着して下馳2の長手方向に沿いて
配設する(第4図)。
The roof board A is assembled by engaging the upward engaging portion 3 with the dovetail rope 14 attached to the elongated roof base material 13 provided in advance on the building C.
is placed on the long roof base material 13, a plurality of partial hangers B are arranged at appropriate intervals in the longitudinal direction of the lower roof 2 of the roof board A, and the upper bent part 15 of the hanger is lowered. It is placed on the inwardly inclined bent portion 9 of the armrest 2. The means for arranging the partial hanger B is the rising part 17.
is brought into contact with the upwardly bent portion 8 of the lower lever 2, and the lower bent portion 18
are attached to the building C (more specifically, to the rafters of the building via the elongated roof base material and sheathing boards) and arranged along the longitudinal direction of the sill 2 (FIG. 4).

第4工程 別の屋根板Aに成形した防水材11つきの下
馳1を、長尺屋根下地材13上に定置した下馳2及び部
分吊子Bに被せる(第5図)。
4th step The lower frame 1 with the waterproof material 11 formed on another roof board A is placed over the lower frame 2 and the partial hangers B placed on the elongated roof base material 13 (FIG. 5).

第5工程 第4工程で被せた下馳1の下向折曲部6及び
端部下向折曲部7を長手方向に適宜間隔をおいて、下馳
2の防水材12に向って部分的に折曲げて下馳2に仮止
めし、複数の仮止部19を長手方向に適宜間隔をおいて
形成する。この仮止部19によって防水材11が部分吊
子Bの上側折曲部15の端縁側に延展すると共に、その
端縁から下馳2の内向傾斜折曲部9上にまで延展し、保
持溝10に押込まれる(第6図、第7図)。
5th step The downward bent portion 6 and the downward bent portion 7 of the lower end 1 covered in the 4th step are placed at appropriate intervals in the longitudinal direction, and partially towards the waterproof material 12 of the lower rim 2. It is bent and temporarily fixed to the lower beam 2, and a plurality of temporary fixing parts 19 are formed at appropriate intervals in the longitudinal direction. This temporary fixing part 19 allows the waterproof material 11 to extend to the edge side of the upper bent part 15 of the partial hanger B, and from that edge to above the inwardly inclined bent part 9 of the lower beam 2, and extends into the retaining groove. 10 (Figures 6 and 7).

第6工程 第5工程で下馳2に部分的に仮止めした下馳
1の下向折曲部6及び端部下向折曲部7の全長を下馳2
の防水材12に向って折曲げ、下馳2に固く締付けて一
回目の締付け(一番締めと称す)を行なう。この締付は
工程は、図示せざる周知の馳締機における一番機を使用
する(第8図)。
6th step The entire length of the downward bent part 6 and the end downward bent part 7 of the lower bezel 1 that was partially temporarily fixed to the lower berm 2 in the 5th step is
Bend it towards the waterproof material 12 and tighten it firmly to the lower frame 2 for the first time (referred to as the first tightening). This tightening process uses a known tightening machine (not shown) (FIG. 8).

第7工程 第6工程で締付けた下馳1の下向折曲部6及
び端部下向折曲部7の表出面全面に防水材16を貼着し
て設け、三番目の防水層を形成せしめ、その後、下馳1
の上向起曲部4及び下馳2の上向折曲部8に向って折曲
げ、周知の馳締機における二番機で固く締付けて二回目
の締付け(二番締めと称す)を行なう。この工程で使用
する防水材16は、前記防水材I2と同質の周知のシー
リング材である。また、この工程で折曲げ、締付ける屋
根板Aの部位は、下馳1の外向傾斜折曲部5と下向折曲
部6と端部下向折曲部7、下馳2の内向傾斜折曲部9、
部分吊子Bの上側折曲部15などの重なり部位と防水材
11.12.16とである。この締付は工程によって、
防水材It、 12.16などは、隙間にまんべなく詰
められ、同時に該防水材により保持溝lOが扁平に変形
することが防止され、該防水材が保持溝によって保持さ
れる(第9図、第1θ図)。
Seventh step: A waterproofing material 16 is adhered to the entire exposed surface of the downwardly bent portion 6 and the downwardly bent portion 7 of the lower end 1, which were tightened in the sixth step, to form a third waterproof layer. , then lower 1
Bend it toward the upward bent part 4 and the upward bent part 8 of the lower bar 2, and tighten it firmly with the second machine of a well-known tightening machine to perform a second tightening (referred to as second tightening). . The waterproofing material 16 used in this step is a well-known sealing material of the same quality as the waterproofing material I2. In addition, the parts of the roof sheet A that are bent and tightened in this step are the outwardly inclined bent portion 5, the downwardly bent portion 6, the downwardly bent end portion 7 of the lower beam 1, and the inwardly inclined bent portion of the lower beam 2. Part 9,
These are the overlapping parts such as the upper bent part 15 of the partial hanger B and the waterproof material 11, 12, and 16. This tightening depends on the process.
The waterproofing material It, 12.16, etc. is evenly packed into the gap, and at the same time, the waterproofing material prevents the holding groove lO from being flattened, and the waterproofing material is held by the holding groove (Fig. 9). , Fig. 1θ).

第8工程 この工程は仕上げるための締付は工程で、周
知の馳締機における電動締機を使用し、第7工程に引続
いて固く締付け(三番締めと称す)を行なう。この工程
を経ると、保持溝10が多少変形することはあっても溝
形態を維持して防水材11を保持し、同時に下馳1の外
向傾斜折曲部5などの前記型なり部位が防水材11.1
2.16などに密着して或いは食込んで、部分吊子Bの
配設部位及び不配設部位の両方ですぐれた防水性を発揮
する(第11図)。
Eighth Step This step is a finishing tightening step, and a well-known electric tightening machine is used to perform firm tightening (referred to as third tightening) following the seventh step. Through this process, even though the holding groove 10 may be slightly deformed, the groove shape is maintained and the waterproof material 11 is held, and at the same time, the shaped portions such as the outwardly inclined bent portions 5 of the lower ridge 1 are made waterproof. Material 11.1
2.16, etc., and exhibits excellent waterproof properties both in the area where the partial hanger B is installed and the area where it is not installed (Fig. 11).

かくして、屋根葺の全工程が終了し、防水材11゜12
、16による三点防水が施された蟻掛式長尺トタン葺屋
根が完成する(第1図)。
In this way, the entire process of roofing is completed, and the waterproofing material 11°12
, 16, a dovetailed long galvanized iron roof with three-point waterproofing was completed (Figure 1).

上述した実施例において、部分吊子Bの使用により、屋
根の谷部で屋根板Aを谷部(不図示)に接続する場合、
屋根板Aの屈曲部に折切れ現象が発生しやすい屋根部位
に屋根葺する場合などは、当該部位に部分吊子Bを配設
せず、若干配設部位を変えて部分吊子Bを配設すること
が可能である。
In the embodiment described above, when connecting the roof board A to the valley (not shown) at the valley of the roof by using the partial hanger B,
When roofing is to be done on a part of the roof where the bending part of the roof shingle A is likely to break, etc., the partial hanger B should not be placed in that area, but the partial hanger B should be installed by slightly changing the location. It is possible to set

発明の効果 本発明は斜上の如く部分吊子の使用により、該吊子の存
在部位のみ多少条目の労力を必要とするも、部分吊子が
存在しない部位が多くなることによって、当該部位の折
曲加工を少ない労力で早く終ることが可能になり、工法
全体としては、少ない労力で施工することができる。そ
して、屋根の谷部、屋根板の屈曲部位に折切れ現象が発
生しやすい屋根部位などは、部分吊子を配設せず、吊子
配設部位を若干変えて配設することが可能になり、この
ことによって屋根の谷部では、施工作業に手間どること
かなくなり、作業性が向上し、屋根板の屈曲部に折切れ
現象が発生しやすい屋根部位では、屋根板屈曲部の半径
を小さくして建物との間に形成される空間を小さな三角
形の空間にとどめ得、風圧、積雪荷重などに対して十分
な強度を有するトタン屋根を構成できる。さらに、屋根
板の下馳に防水材用の保持溝を成形し、下馳の内向傾斜
折曲部の折曲幅よりも突出長の短い上側折曲部が成形さ
れた部分吊子の該上側折曲部を下馳の内向傾斜折曲部上
に配置し、下馳、下馳などの3箇所に設けた鋳材を仮止
め工程、3回の締付は工程などで保持溝をはじめとする
馳部に保持せしめたことによって、三点防水が施された
防水性にすぐれたトタン葺屋根が構成され、雨漏り、す
が漏りなどの心配が解消する。
Effects of the Invention The present invention uses partial hangers such as those on the diagonal, so that only the areas where the hangers are present require some effort, but since there are many areas where there are no partial hangers, it is possible to The bending process can be completed quickly with less labor, and the construction method as a whole can be constructed with less labor. In addition, for areas of the roof where breakage is likely to occur, such as in the valleys of the roof or bent areas of roof plates, it is possible to slightly change the location of the hangers instead of installing partial hangers. This eliminates the hassle of construction work in the valleys of the roof, improving work efficiency, and reduces the radius of the roof plate bends in roof areas where bending of the roof plates is likely to occur. By making it smaller, the space formed between it and the building can be kept to a small triangular space, and a tin roof can be constructed that has sufficient strength against wind pressure, snow loads, etc. Furthermore, a retaining groove for the waterproofing material is formed in the lower part of the roof plate, and an upper bent part with a protruding length shorter than the bending width of the inwardly inclined bent part of the lower part is formed on the upper part of the partial hanger. The bent part is placed on the inwardly inclined bent part of the lower part of the lower part, and the cast material provided at three places such as the lower part of the part is temporarily fastened, and the third tightening is done in the process, including the retaining groove. By holding the roof in place, a highly waterproof galvanized iron roof with three-point waterproofing is constructed, eliminating concerns about rain leaks and roof leaks.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明施工法によっ完成した屋根の一部概略を
示す正面図、第2図は第1工程の斜視図、第3図は第2
工程の斜視図、第4図は第3工程の斜視図、第5図は第
4工程の正面図、第6図は第5工程の正面図、第7図は
第5工程の概略斜視図、第8図は第6工程の正面図、第
9図及び第10図はいずれも第7工程の斜視図、第11
図は第8工程の斜視図である。 図中、 A・・・屋根板   1・・・上 馳 2・・・下 馳   3・・・蟻掛吊子用の上向係合部
B・・・部分吊子  10・・・防水材用の保持溝II
、 12.16・・・防水材 C・・・建 物 特 許 出 願 人   谷地板金工業株式会社部分吊
子 補  正  書 (1)明細書の発明の名称を「蟻掛式長尺トタン葺屋根
の施工法及びその施工法に使用する部分吊子」に補正す
る。 (2)明細書の特許請求の範囲を別紙の通り補正する。 (3)同書第8頁12行目乃至16行目の「部分吊子B
は、・・・構成する。」を下記の通り補正する。 記 「部分吊子Bは、トタン板を短冊状に形成し、その長手
方向一端部を横向に折曲して屋根板Aの下馳2の内向傾
斜折曲部9の折曲幅寸法よりも突出長の短寸な上側折曲
部15を設けると共に、他端部を該上側折曲部15と反
対方向の横向に折曲して建物Cに固着するための下側折
曲部18を設け、両折曲部15.18の間に前記屋根板
Aの下馳2の上向折曲部8に当接するための立上部17
を形成して断面略Z字形に構成する。」 (4)同書第12頁9行目と10行目の間に下記の文章
を加入する。 記 「尚、本発明は、屋根板材としてトタン板の他に、カラ
ートタン、塩ビ鋼板、銅板、ガルバリウム鋼板、ステン
レス鋼板或いはこれらの鋼板に合金メツキ、樹脂塗膜等
を焼き付けしたものなども全く同様に使用することがで
きる。」 特 許 出 願 人 谷疋板金工業株式会社 特許請求の範囲 (1)長尺トタン板の幅側適宜部位全長にわたって蟻掛
吊子用の上向係合部を成形し、長手一側縁側全長を上向
に起曲して上向起曲部を成形し、その上向起曲部全長を
上向係合部の反対側に傾斜折曲せしめて外向傾斜折曲部
を成形し、この外向傾斜折曲部全長を下向に折曲して下
向折曲部を成形し、その下向折曲部の端縁側全長を上向
起曲部側に僅か折曲して端部下向折曲部を成形し、断面
形の下馳を構成せしめ、長手他側縁側全長を上向に折曲
して上向折曲部を成形し、この上向折曲部全長を上向係
合部側に傾斜折曲して内向傾斜折曲部を成形し、その内
向傾斜折曲部全長に防水材用保持溝を成形し、断面略側
り字形の下馳を構成し、該下馳及び下馳の成形と共に下
馳の外向傾斜折曲部下面に防水材を設けて屋根板を構成
する第1工程と、屋根板の下馳の内向傾斜折曲部下面に
防水材を設ける第2工程と、建物の長尺屋根下地材上に
具備された蟻掛吊子に上向係合部を係合して定置した屋
根板の下馳に、その下馳の内向傾斜折曲部の折曲幅より
も突出長の短い上側折曲部が成形された断面略2字形の
部分吊子を長手方向に適宜間隔をおいて複数配設し、該
部分吊子の上側折曲部を下馳の内向傾斜折曲部上に配置
する第3工程と、長尺屋根下地材上に定置した前記屋根
板の下馳及びその下馳に配設した前記部分吊子に別の屋
根板の下馳を被せる第4工程と、下馳及び部分吊子に被
せた下馳の下向折曲部及び端部下向折曲部を長手方向に
適宜間隔をおいて、下馳の防水材に向って部分的に折曲
げて下馳に仮止めする第5工程と、下馳に仮止めした下
馳全長を下馳の防水材に向って折曲げ下馳に固く一番締
めする第6工程と、一番締めしだ下馳の下向折曲部及び
端部下向折曲部の表出面全面に防水材を設けた後、下馳
の上向起曲部及び下馳の上向折曲部に向って折曲げて固
く二番締めする第7工程と、二番締めした後に全長をさ
らに三番締めする第8工程とからなる蟻掛式長尺トタン
葺屋根の施工法。
Figure 1 is a front view schematically showing a part of the roof completed using the construction method of the present invention, Figure 2 is a perspective view of the first step, and Figure 3 is the second step.
A perspective view of the process, FIG. 4 is a perspective view of the third step, FIG. 5 is a front view of the fourth step, FIG. 6 is a front view of the fifth step, FIG. 7 is a schematic perspective view of the fifth step, Figure 8 is a front view of the 6th process, Figures 9 and 10 are perspective views of the 7th process, and 11th
The figure is a perspective view of the eighth step. In the figure, A... Roof plate 1... Upper part 2... Lower part 3... Upward engaging part for dovetail hanging rope B... Partial hanging part 10... For waterproofing material Retaining groove II
, 12.16...Waterproofing material C...Building patent Applicant: Yachi Sheet Metal Industry Co., Ltd. Partial hanger amendment (1) The name of the invention in the specification is changed to "Dovetail type long galvanized iron roof" construction method and partial hangers used in that construction method. (2) Amend the claims of the specification as shown in the attached sheet. (3) "Partial hanger B" on page 8, lines 12 to 16 of the same book
is...configure. ' shall be corrected as follows. Partial hanger B is made by forming a galvanized iron board into a rectangular shape, and bending one longitudinal end of the sheet horizontally so that the bending width is larger than the bending width of the inwardly inclined bent part 9 of the lower frame 2 of the roof board A. An upper bent part 15 with a short protruding length is provided, and a lower bent part 18 is provided for fixing to the building C by bending the other end laterally in the opposite direction to the upper bent part 15. , a rising portion 17 for abutting against the upwardly bent portion 8 of the lower beam 2 of the roof plate A between both bent portions 15 and 18.
is formed to have a substantially Z-shaped cross section. (4) Add the following sentence between lines 9 and 10 on page 12 of the same book. ``In addition to galvanized iron sheets, the present invention also applies to colored galvanized iron sheets, PVC steel sheets, copper plates, galvalume steel sheets, stainless steel sheets, or those steel sheets baked with alloy plating, resin coating, etc. Patent Applicant Taniki Sheet Metal Industry Co., Ltd. Claims (1) An upward engaging part for a dovetail rope is formed over the entire length of an appropriate width side of a long galvanized iron plate, The entire length of one longitudinal edge is bent upward to form an upwardly bent portion, and the entire length of the upwardly bent portion is bent obliquely to the opposite side of the upward engaging portion to form an outwardly inclined bent portion. The entire length of the outwardly inclined bent portion is bent downward to form a downward bent portion, and the entire length of the edge side of the downward bent portion is slightly bent toward the upward bent portion. The downward bent portion of the end is formed to form a cross-sectional lower leg, the entire length of the other longitudinal edge side is bent upward to form an upward bent portion, and the entire length of this upward bent portion is formed into an upward bent portion. An inwardly inclined bent part is formed by bending the inwardly inclined part toward the opposite engaging part side, and a retaining groove for the waterproof material is formed along the entire length of the inwardly inclined bent part to form a lower part having a substantially cross-sectional shape. A first step of forming a roof plate and forming the lower plate and providing a waterproof material on the outwardly sloping bent lower surface of the lower plate to form a roof board, and providing a waterproof material on the inwardly sloping bent lower surface of the lower plate of the roof board. In the second step, the inwardly sloping bent portion of the lower roof plate is fixed by engaging the upward engaging portion with the dovetail rope provided on the long roof base material of the building. A plurality of partial hangers each having an approximately double-shaped cross section and having an upper bent portion with a protrusion length shorter than the bending width of the partial hanger are arranged at appropriate intervals in the longitudinal direction, and A third step of placing another roof plate on the inwardly sloping bent part of the lower roof plate, and placing another roof plate on the lower plate placed on the long roof base material and the partial hanger placed on the lower plate. The fourth step is to cover the sill, and the downwardly bent portions and the downwardly bent portions of the ends of the sill, which are placed over the sill and partial hangers, are placed at appropriate intervals in the longitudinal direction, and are placed toward the waterproof material of the sill. The fifth step is to partially bend the bottom bridge and temporarily fix it to the bottom bridge, and the sixth step is to fold the entire length of the bottom bridge temporarily fixed to the bottom bridge toward the waterproof material of the bottom bridge and tighten it firmly to the bottom bridge. , after providing waterproofing material on the entire exposed surface of the downwardly bent part of the lowermost part of the lower bevel and the downwardly bent part of the end, the upwardly bent part and the upwardly bent part of the lower part A construction method for a dovetailed long galvanized iron roof consisting of a 7th step of bending it towards the end and tightening it twice, and an 8th step of tightening the whole length a third time after the second tightening.

Claims (1)

【特許請求の範囲】[Claims] 長尺トタン板の幅側適宜部位全長にわたって蟻掛吊子用
の上向係合部を成形し、長手一側縁側全長を上向に起曲
して上向起曲部を成形し、その上向起曲部全長を上向係
合部の反対側に傾斜折曲せしめて外向傾斜折曲部を成形
し、この外向傾斜折曲部全長を下向に折曲して下向折曲
部を成形し、その下向折曲部の端縁側全長を上向起曲部
側に僅か折曲して端部下向折曲部を成形し、断面■形の
上馳を構成せしめ、長手他側縁側全長を上向に折曲して
上向折曲部を成形し、この上向折曲部全長を上向係合部
側に傾斜折曲して内向傾斜折曲部を成形し、その内向傾
斜折曲部全長に防水材用保持溝を成形し、断面略倒L字
形の下馳を構成し、該上馳及び下馳の成形と共に上馳の
外向傾斜折曲部下面に防水材を設けて屋根板を構成する
第1工程と、屋根板の下馳の内向傾斜折曲部下面に防水
材を設ける第2工程と、建物の長尺屋根下地材上に具備
された蟻掛吊子に上向係合部を係合して定置した屋根板
の下馳に、その下馳の内向傾斜折曲部の折曲幅よりも突
出長の短い上側折曲部が成形された断面略Z字形の部分
吊子を長手方向に適宜間隔をおいて複数配設し、該部分
吊子の上側折曲部を下軸の内向傾斜折曲部上に配置する
第3工程と、長尺屋根下地材上に定置した前記屋根板の
下馳及びその下馳に配設した前記部分吊子に別の屋根板
の上馳を被せる第4工程と、下馳及び部分吊子に被せた
上馳の下向折曲部及び端部下向折曲部を長手方向に適宜
間隔をおいて、下馳の防水材に向って部分的に折曲げて
下馳に仮止めする第5工程と、下馳に仮止めした上馳全
長を下馳の防水材に向って折曲げ下馳に固く一番締めす
る第6工程と、一番締めした上馳の下向折曲部及び端部
下向折曲部の表出面全面に防水材を設けた後、上馳の上
向起曲部及び下馳の上向折曲部に向って折曲げて固く二
番締めする第7工程と、二番締めした後に全長をさらに
三番締めする第8工程とからなる蟻掛式長尺トタン葺屋
根の施工法。
An upward engaging part for a dovetail rope is formed over the entire length of a suitable width side of a long galvanized iron plate, and an upwardly bent part is formed by bending the entire length of one longitudinal side edge side upward, and then The entire length of the outwardly bent portion is bent obliquely to the opposite side of the upward engaging portion to form an outwardly inclined bent portion, and the entire length of this outwardly inclined bent portion is bent downward to form a downwardly bent portion. The entire length of the end edge side of the downwardly bent part is slightly bent toward the upwardly bent part side to form the downwardly bent part of the end to form an upper part with a cross section of ■ shape, and the other longitudinal side edge side is formed. The entire length of the upwardly bent portion is bent upward to form an upwardly bent portion, and the entire length of this upwardly bent portion is bent obliquely toward the upward engaging portion to form an inwardly inclined bent portion. A retaining groove for a waterproof material is formed along the entire length of the bent part to form a lower ridge having a substantially inverted L-shaped cross section, and along with forming the upper ridge and lower ridge, a waterproof material is provided on the outwardly inclined bent lower surface of the upper ridge. The first step is to construct the roof shingles, the second step is to apply waterproofing material to the inwardly bent lower surface of the lower edge of the roof shingles, and the upper step is to apply waterproofing material to the dovetail hangers provided on the long roof base material of the building. The lower edge of the roof plate, which is fixed by engaging the opposite engaging portion, is formed with an upper bent portion having a protrusion length shorter than the bending width of the inwardly inclined bent portion of the lower edge, which has a substantially Z-shaped cross section. A third step of arranging a plurality of partial hangers at appropriate intervals in the longitudinal direction, and arranging the upper bent portion of the partial hanger on the inwardly inclined bent portion of the lower shaft; a fourth step of covering the lower roof plate fixed on the lower roof plate and the partial suspension provided on the lower roof plate with another roof plate upper roof; and the downward direction of the upper roof covering the lower roof plate and the partial suspension A fifth step of partially bending the bent portion and the downwardly bent portion of the end at appropriate intervals in the longitudinal direction toward the waterproof material of the lower ridge and temporarily fixing it to the lower ridge, and temporarily fixing it to the lower ridge. The sixth step is to bend the entire length of the upper ridge toward the waterproof material of the lower ridge and tighten it firmly to the lower ridge, and the exposed surface of the downwardly bent part of the upper ridge that has been tightened the most and the downwardly bent part of the end. After applying the waterproof material on the entire surface, the seventh step is to bend the upper berm towards the upward bending part and the upward bending part of the lower berm and tighten it firmly a second time, and after the second tightening, the entire length is further tightened. A construction method for dovetail-style long galvanized iron roofs, which consists of the eighth step of tightening.
JP2124898A 1990-05-14 1990-05-14 Construction method of long roof and long roof structure Expired - Lifetime JP2688379B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2124898A JP2688379B2 (en) 1990-05-14 1990-05-14 Construction method of long roof and long roof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2124898A JP2688379B2 (en) 1990-05-14 1990-05-14 Construction method of long roof and long roof structure

Publications (2)

Publication Number Publication Date
JPH0420644A true JPH0420644A (en) 1992-01-24
JP2688379B2 JP2688379B2 (en) 1997-12-10

Family

ID=14896837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2124898A Expired - Lifetime JP2688379B2 (en) 1990-05-14 1990-05-14 Construction method of long roof and long roof structure

Country Status (1)

Country Link
JP (1) JP2688379B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8413386B2 (en) * 2003-11-18 2013-04-09 Daryl Fazekas Building protection structures and methods for making and using the protection structures

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59177454A (en) * 1983-03-29 1984-10-08 三晃金属工業株式会社 Curved roof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59177454A (en) * 1983-03-29 1984-10-08 三晃金属工業株式会社 Curved roof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8413386B2 (en) * 2003-11-18 2013-04-09 Daryl Fazekas Building protection structures and methods for making and using the protection structures

Also Published As

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