JPH0321380Y2 - - Google Patents
Info
- Publication number
- JPH0321380Y2 JPH0321380Y2 JP19796084U JP19796084U JPH0321380Y2 JP H0321380 Y2 JPH0321380 Y2 JP H0321380Y2 JP 19796084 U JP19796084 U JP 19796084U JP 19796084 U JP19796084 U JP 19796084U JP H0321380 Y2 JPH0321380 Y2 JP H0321380Y2
- Authority
- JP
- Japan
- Prior art keywords
- horizontal
- recessed
- main body
- folded
- shaped
- 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.)
- Expired
Links
- 230000037431 insertion Effects 0.000 claims description 12
- 238000003780 insertion Methods 0.000 claims description 12
- 230000001747 exhibiting effect Effects 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は工場、倉庫、体育館等の長大スパンの
屋根架構に用いられる馳折り屋根板の馳継ぎ架構
に関し、より詳しくは、馳継ぎ架構に使用される
タイトフレームの改良に関するものである。[Detailed description of the invention] [Field of industrial application] The present invention relates to a chisel-jointed roof structure with chisel-folded roof plates used for long-span roof structures such as factories, warehouses, and gymnasiums. This relates to improvements in the tight frame used.
従来のこの種の馳継ぎ架構は、第4図ないし第
6図に示すように、被支持部たる梁1上に順次接
続して山形支持フレーム2を溶着固定し、この山
形支持フレーム2の両側斜辺部に載架した馳折り
屋根板3の両側接合部を馳継ぎ接続させるように
している。この馳折り屋根板3は第5図に示すよ
うにほぼ樋状をなす屋根の両側縁に内折れ接合部
4と外折れ接合部5とを有し、この外折れ接合部
5内に他の屋根板の内折れ接合部4を嵌入させる
とともに、これら両者間に補強吊子板6の折り曲
上縁を挾持させ、かつこの補強吊子板の垂下部を
上記山形支持フレーム2の頂部に形成された段部
立面7にボルト8およびナツト9を介して螺締す
るようにしていた。
As shown in FIGS. 4 to 6, in the conventional cross-jointed frame of this type, a chevron-shaped support frame 2 is sequentially connected to a beam 1 serving as a supported part and fixed by welding, and both sides of this chevron-shaped support frame 2 are The joints on both sides of the cross-folded roof board 3 mounted on the oblique side are connected in a cross-seamed manner. As shown in FIG. 5, this folded roof board 3 has an inward folded joint 4 and an outward folded joint 5 on both sides of the almost gutter-shaped roof. The folded joint part 4 of the roof board is inserted, and the bent upper edge of the reinforcing hanging plate 6 is sandwiched between the two, and the hanging part of this reinforcing hanging plate is formed on the top of the chevron-shaped support frame 2. The bolt 8 and the nut 9 are screwed onto the stepped vertical surface 7.
上記構成を有する従来の屋根板馳継ぎ架構は、
馳継ぎ接合部を自走式電動馳締機で迅速に接続施
工できる点、および締結ボルト部が屋根面に出ず
耐蝕性に有利な点などのため、倉庫等の長大スパ
ンの屋根架構によく用いられている。
The conventional roof plate joint frame having the above configuration is
It is suitable for long-span roof structures such as warehouses because joint joints can be quickly connected using a self-propelled electric tightening machine, and the fastening bolts do not protrude from the roof surface, which is advantageous for corrosion resistance. It is used.
しかしながら、上記山形支持フレーム2は、第
6図に示す様な形状を呈しているので、馳折り屋
根板3の馳継ぎ方向を変えたい場合には、山形支
持フレーム2の配置方向を逆にして溶着しなけれ
ばならず、施工性や作業性に欠けるといつた問題
点があつた。さらに、第6図に示す様な構造の山
形支持フレーム2では強度性に欠け、強風等の加
圧力が加わつた場合には、その力に屈して変形
し、馳折り屋根板3の波形状をも損なうといつた
問題点があつた。 However, since the chevron support frame 2 has a shape as shown in FIG. 6, if you want to change the direction of the cross-joints of the folded roof shingles 3, you can reverse the arrangement direction of the chevron support frame 2. The problem was that it had to be welded, making it difficult to install and work. Furthermore, the chevron-shaped support frame 2 with the structure shown in FIG. There was a problem that was said to be damaging.
本考案は叙上の点に鑑みなされたもので、施工
性、作業性、及び強度性を著しく向上させること
のできるタイトフレームを提供することを目的と
する。 The present invention was devised in view of the above points, and an object of the present invention is to provide a tight frame that can significantly improve construction efficiency, workability, and strength.
本考案においては、上述の目的を達成するた
め、略山形状を呈する本体頂部の中央部に凹設さ
れ該本体の巾方向に伸びる平面略ジグザグ状の水
平凹陥部と、この水平凹陥部により上記頂部に残
置形成された平面左右斜め対称を呈する一対のL
字状隆起部と、この各L字状隆起部内に囲まれ上
記水平凹陥部にそれぞれ斜め方向に対向して穿設
されたボルト挿通孔とを備えたことを特徴として
いる。
In order to achieve the above-mentioned object, the present invention includes a horizontal concave portion having a substantially zigzag shape in plan, which is recessed in the center of the top portion of the main body exhibiting a substantially mountain shape and extending in the width direction of the main body; A pair of L's remaining on the top and exhibiting horizontal and diagonal symmetry on the plane.
It is characterized by comprising a letter-shaped protuberance, and bolt insertion holes that are surrounded by each of the L-shaped protuberances and are bored diagonally opposite to the horizontal recesses.
本考案によれば、本体巾方向に延びる平面ジグ
ザグ状の水平凹陥部により略山形状の本体頂部に
形成された平面左右斜め対称を呈する一対のL字
状隆起部を備えるようにしているため、馳折り屋
根板を支持する山形支持フレーム本体の支持強度
を著しく高めることができ、しかも馳折り屋根板
の馳継ぎ方向が変動しても、それに応じて補強吊
子板の垂下縁を上記各L字状隆起部の上記頂部側
縁に沿う端部立面のいずれか一方に当接させるこ
とにより直ちに対応可能であり、施工性、作業
性、及び強度性を大幅に向上させることができ
る。
According to the present invention, since the pair of L-shaped protuberances exhibiting diagonal left-right symmetry in plane are formed on the top of the substantially mountain-shaped main body by the horizontal concave part having a planar zigzag shape extending in the width direction of the main body, It is possible to significantly increase the support strength of the chevron-shaped support frame body that supports the folded roof panels, and even if the direction of the split joints of the folded roof panels changes, the hanging edges of the reinforcing hanger plates can be adjusted accordingly to each of the above L. This can be done immediately by abutting either one of the end elevations along the side edge of the top of the letter-shaped raised portion, and construction efficiency, workability, and strength can be greatly improved.
以下、第1図〜第3図に示す一実施例に基づき
本考案を詳述すると、図中、10は本考案に係る
タイトフレームの本体で、この本体10は、第3
図に示す如く、頂部11と、この頂部11の両側
から下方にそれぞれ傾斜して折曲形成された斜辺
部12と、この斜辺部12の下端から水平方向に
それぞれ折曲形成され上記梁1上に配置される底
部13とを備え、略山形状を呈している。
Hereinafter, the present invention will be described in detail based on an embodiment shown in FIGS. 1 to 3. In the figure, 10 is a body of a tight frame according to the present invention,
As shown in the figure, there is a top part 11, a hypotenuse part 12 which is bent downward from both sides of the top part 11, and a horizontal part which is bent horizontally from the lower end of the hypotenuse part 12. The bottom portion 13 is located at the bottom portion 13, and has a substantially mountain shape.
14は上記頂部11の中央部に凹設されてその
巾方向に伸びる平面略ジグザグ状の水平凹陥部
で、この水平凹陥部14は第3図に示す如く、上
記頂部11を巾方向に貫く屈曲凹部を構成してい
る。 Reference numeral 14 denotes a horizontal concave portion recessed in the center of the top portion 11 and extending in the width direction of the top portion 11. As shown in FIG. It forms a recess.
15はこの水平凹陥部14の凹設により上記頂
部11に残置形成された一対のL字状隆起部で、
これら隆起部15は第2図および第3図に示す如
く、平面左右斜め対称を呈しており、この隆起部
15の上記頂部11側縁に沿う端部には、上記水
平凹陥部14の凹設により立面16が垂直に折曲
形成されている(第3図参照)。 Reference numeral 15 denotes a pair of L-shaped protuberances left on the top portion 11 by the recessed formation of the horizontal concave portion 14;
As shown in FIGS. 2 and 3, these raised portions 15 are diagonally symmetrical in a plane, and the horizontal recessed portion 14 is provided at the end of the raised portion 15 along the side edge of the top portion 11. The vertical surface 16 is vertically bent (see FIG. 3).
17は上記水平凹陥部14にそれぞれ上記L字
状隆起部15内に囲まれて穿設した斜め方向に対
向する一対のボルト挿通孔、18はこのボルト挿
通孔17を備えた水平凹陥部14に左右いずれか
の向きに配置される補強吊子板で、この補強吊子
板18は第1図に示す如く、折曲頂縁18aと、
この折曲頂縁18aから垂直下方に形成された垂
直部18bと、この垂直部18bの下端から水平
方向に張り出して折曲形成された水平下部18c
とを備え、この水平下部18cには上記ボルト挿
通孔17に重合されるボルト孔(図示せず)が穿
設されている。そして、この補強吊子板18は、
第1図に示す如く、垂直部18bの下縁を上記一
対のL字状隆起部15の端部立面16のいずれか
一方に当接させるとともに、ボルト挿通孔17と
水平下部18cのボルト孔にボルト19が座金2
0、及びナツト21を介して螺挿されることによ
り、上記水平凹陥部14に左右いずれかの向きで
強固に固定されて馳折り屋根板3を支持する作用
を営む。 Reference numeral 17 indicates a pair of obliquely opposing bolt insertion holes formed in the horizontal recess 14 while being surrounded by the L-shaped protuberance 15, and 18 indicates a pair of bolt insertion holes in the horizontal recess 14 provided with the bolt insertion hole 17. This reinforcing hanging plate 18 is arranged in either the left or right direction, and as shown in FIG. 1, the reinforcing hanging plate 18 has a bent top edge 18a,
A vertical portion 18b is formed vertically downward from this bent top edge 18a, and a horizontal lower portion 18c is formed by bending and extending horizontally from the lower end of this vertical portion 18b.
A bolt hole (not shown) that overlaps with the bolt insertion hole 17 is bored in this horizontal lower portion 18c. This reinforcing hanging board 18 is
As shown in FIG. 1, the lower edge of the vertical portion 18b is brought into contact with either one of the end elevations 16 of the pair of L-shaped raised portions 15, and the bolt insertion hole 17 and the bolt hole of the horizontal lower portion 18c are brought into contact with each other. bolt 19 is washer 2
0 and nuts 21, it is firmly fixed to the horizontal concave portion 14 in either the left or right direction and functions to support the folded roof sheet 3.
上記構成を有するため、先ず底部13,13を
梁1上に溶着した後、補強吊子板18の折曲頂部
縁18aを馳折り屋根板3,3の内折れ接合部4
と外折れ接合部5に挾持させるとともに、この補
強吊子板18を水平凹陥部14から立上るL字状
隆起部15の端部立面16のいずれか一方に当接
配置してボルト孔をボルト挿通孔17に重合し、
次いで、ボルト挿通孔17の下方よりボルト19
を挿入してその螺杆部に座金20を貫通せしめて
ナツト21を螺締すれば、馳折り屋根板3,3を
タイトフレームに強固に固定することができる
(第1図参照)。 With the above configuration, first, the bottom parts 13, 13 are welded onto the beam 1, and then the bent top edge 18a of the reinforcing hanger board 18 is attached to the inwardly folded joint part 4 of the folded roof boards 3, 3.
At the same time, the reinforcing hanger plate 18 is placed in contact with one of the end elevations 16 of the L-shaped raised portion 15 rising from the horizontal recessed portion 14, and the bolt hole is opened. superimposed on the bolt insertion hole 17,
Next, the bolt 19 is inserted from below the bolt insertion hole 17.
The folded roof panels 3, 3 can be firmly fixed to the tight frame by inserting the washer 20 through the threaded rod portion and screwing the nut 21 (see FIG. 1).
そして、この様に組付け固定した状態において
は、馳折り屋根板3,3の水平なる上部がタイト
フレームの隆起部15にそれぞれ重合支持される
こととなり、従来の第7図に示す構成に比し、強
度性を著しく増強させることか可能となる。 In this assembled and fixed state, the horizontal upper parts of the folded roof panels 3, 3 are superimposed and supported by the raised portions 15 of the tight frame, compared to the conventional configuration shown in FIG. However, it is possible to significantly increase the strength.
また、強風等の外力が加わる場合にあつても、
中央の水平凹陥部14と、これから立上がる立面
16とを介して段違いに折曲して接続された隆起
部15の協同支持作用により、タイトフレームが
強固に耐えるので、当該タイトフレーム及び馳折
り屋根板3の損傷を確実に排除することが期待で
きる。 In addition, even when external forces such as strong winds are applied,
The tight frame is strongly resistant due to the cooperative support action of the central horizontal recessed part 14 and the protruding part 15 which is bent and connected at different levels through the vertical surface 16 rising from it, so that the tight frame and the vertically folded It can be expected that damage to the roof panels 3 can be reliably avoided.
さらに、馳折り屋根板3の載架状態に応じて補
強吊子板18を水平凹陥部14にいずれかの向き
で配置して折曲頂縁18aの折曲方向を変更する
ことができるので、馳折り屋根板3の載架状態が
限定されることがなく、施工性、及び作業性を大
幅に向上させることができる。 Furthermore, the direction in which the folded top edge 18a is bent can be changed by arranging the reinforcing hanger plate 18 in either direction in the horizontal recessed part 14 depending on the mounting state of the folded roof panel 3. The mounting state of the folded roof panels 3 is not limited, and construction and workability can be greatly improved.
さらにまた、陥没して凹設した上記頂部11の
巾方向に屈曲貫通する水平凹陥部14にボルト1
9を挿入するボルト挿通孔17を穿設しているの
で、馳折り屋根板3,3を折曲頂縁18aに嵌入
させた状態で、下方から挿通させたボルト19の
螺杆部に頂部11の巾方向から挿入させたナツト
21を容易に螺締することができ、作業性を著し
く向上させることが可能となる。 Furthermore, the bolt 1 is inserted into the horizontal recessed part 14 that bends and passes through the width direction of the top part 11 that is recessed.
Since the bolt insertion holes 17 into which the bolts 9 are inserted are bored, with the folded roof panels 3, 3 fitted into the bent top edges 18a, the screws of the bolts 19 inserted from below are inserted into the top 11. The nut 21 inserted from the width direction can be easily screwed on, making it possible to significantly improve work efficiency.
以上のように本考案に係るタイトフレームは、
略山形状を呈する本体頂部の中央部に凹設され該
本体の巾方向に伸びる平面略ジグザグ状の水平凹
陥部と、この水平凹陥部により上記頂部に残置形
成された平面左右斜め対称を呈する一対のL字状
隆起部と、この各L字状隆起部内に囲まれ上記水
平凹陥部にそれぞれ斜め方向に対向して穿設され
たボルト挿通孔とを備えた構成を有するため、馳
折り屋根板を支持する山形支持フレーム本体の支
持強度を著しく高めることができ、しかも馳折り
屋根板の馳継ぎ方向が変動しても、それに応じて
補強吊子板の垂下縁を上記各L字状隆起部の上記
頂部側縁に沿う端部立面のいずれか一方に当接さ
せることにより直ちに対応可能であり、施工性、
作業性、及び強度性を大幅に向上させることがで
きる。
As mentioned above, the tight frame according to the present invention is
a horizontal concave portion having a substantially zigzag shape in plan and recessed in the center of the top of the main body exhibiting a substantially mountain shape and extending in the width direction of the main body; and a pair of horizontal concave portions remaining on the top portion due to the horizontal concave portion and exhibiting diagonal left-right symmetry. and bolt insertion holes that are surrounded by each L-shaped raised part and are bored diagonally opposite each other in the horizontal recessed parts, so that the folded roof sheet It is possible to significantly increase the support strength of the chevron-shaped support frame body that supports the roof panels, and even if the direction of the cross-joints of the cross-folded roof panels changes, the hanging edges of the reinforcing hanger boards can be adjusted accordingly to each of the above L-shaped raised portions. It can be applied immediately by contacting one of the end elevations along the side edge of the top of the
Workability and strength can be significantly improved.
第1図は本考案に係るタイトフレームの一実施
例を示す図、第2図は本考案に係るタイトフレー
ムを示す平面図、第3図は本考案に係るタイトフ
レームを示す要部斜視図、第4図は従来の馳継ぎ
架構を示す斜視図、第5図は馳継ぎ屋根板を示す
図、第6図は従来の山形支持フレームを示す図で
ある。
図中、10は本体、14は水平凹陥部、15は
隆起部、17はボルト挿通孔、18は補強吊子
板、18cは水平下部、19はボルトである。
尚、図中同一符号は同一又は相当部分を示す。
FIG. 1 is a diagram showing an embodiment of the tight frame according to the present invention, FIG. 2 is a plan view showing the tight frame according to the present invention, and FIG. 3 is a perspective view of main parts showing the tight frame according to the present invention. FIG. 4 is a perspective view showing a conventional cross-jointed frame, FIG. 5 is a view showing a cross-jointed roof plate, and FIG. 6 is a view showing a conventional chevron support frame. In the figure, 10 is a main body, 14 is a horizontal recessed part, 15 is a raised part, 17 is a bolt insertion hole, 18 is a reinforcing hanger plate, 18c is a horizontal lower part, and 19 is a bolt.
Note that the same reference numerals in the figures indicate the same or corresponding parts.
Claims (1)
該本体の巾方向に伸びる平面略ジグザグ状の水平
凹陥部と、この水平凹陥部により上記頂部に残置
形成された平面左右斜め対称を呈する一対のL字
状隆起部と、この各L字状隆起部内に囲まれ上記
水平凹陥部にそれぞれ斜め方向に対向して穿設さ
れたボルト挿通孔とを備えたことを特徴とするタ
イトフレーム。 a horizontal concave portion having a substantially zigzag shape in plan and recessed in the center of the top of the main body exhibiting a substantially mountain shape and extending in the width direction of the main body; and a pair of horizontal concave portions remaining on the top portion due to the horizontal concave portion and exhibiting diagonal left-right symmetry. 1. A tight frame comprising: L-shaped raised portions; and bolt insertion holes that are surrounded by the L-shaped raised portions and are bored diagonally opposite to the horizontal recessed portions.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19796084U JPH0321380Y2 (en) | 1984-12-29 | 1984-12-29 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19796084U JPH0321380Y2 (en) | 1984-12-29 | 1984-12-29 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61115416U JPS61115416U (en) | 1986-07-21 |
JPH0321380Y2 true JPH0321380Y2 (en) | 1991-05-09 |
Family
ID=30756547
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19796084U Expired JPH0321380Y2 (en) | 1984-12-29 | 1984-12-29 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0321380Y2 (en) |
-
1984
- 1984-12-29 JP JP19796084U patent/JPH0321380Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS61115416U (en) | 1986-07-21 |
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