JPS624585Y2 - - Google Patents
Info
- Publication number
- JPS624585Y2 JPS624585Y2 JP15839881U JP15839881U JPS624585Y2 JP S624585 Y2 JPS624585 Y2 JP S624585Y2 JP 15839881 U JP15839881 U JP 15839881U JP 15839881 U JP15839881 U JP 15839881U JP S624585 Y2 JPS624585 Y2 JP S624585Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing
- locking piece
- expanded metal
- cut
- side wall
- 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
- 239000002184 metal Substances 0.000 claims description 39
- 229910052751 metal Inorganic materials 0.000 claims description 39
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 239000000463 material Substances 0.000 claims description 17
- 238000007688 edging Methods 0.000 claims description 6
- 238000009415 formwork Methods 0.000 description 17
- 238000010276 construction Methods 0.000 description 9
- 239000004575 stone Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 241001070941 Castanea Species 0.000 description 4
- 235000014036 Castanea Nutrition 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000002788 crimping Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Description
【考案の詳細な説明】
本考案は擁壁施工や覆工等において、裏込栗石
の外表面に裏型枠として張設される多孔金属型枠
板の改良に関するものである。[Detailed Description of the Invention] The present invention relates to an improvement of a porous metal formwork plate that is stretched as a back formwork on the outer surface of back-filling chestnut stone in retaining wall construction, lining, etc.
従来、河川や港湾、道路等における擁壁の施工
や法面の覆工は、第1図に示すように、切土面1
に施設された裏込栗石2の外表面に、金網3を張
設し、これを裏型枠としてその前面に直接コンク
リートを打設するか、或いはブロツクや割石4等
を積並べて、栗石2と割石4間に胴込コンクリー
ト5を打設して施工する工法が一般的に採用され
ている。 Conventionally, construction of retaining walls and lining of slopes in rivers, ports, roads, etc. has been carried out on the cutting surface 1 as shown in Figure 1.
A wire mesh 3 is stretched over the outer surface of the back-kuri-ishi 2 constructed in 2000, and concrete is poured directly onto the front surface of the back formwork. A construction method is generally adopted in which concrete 5 is placed between the split stones 4.
ところが、上記工法において使用される金網3
は、多数の鉄線または鋼線を単に平面的に編んだ
だけで、各鉄線や鋼線が、金属組織的に相互に結
合していないため、部分的にも、又全体的にも曲
げ剛性が弱く、栗石2の外表面を平面的に安定し
て保持することができず、施工精度が悪いという
欠点があつた。また金網3は太巻きにしたまま現
場で展張するため施工性が極めて悪いという欠点
があつた。 However, the wire mesh 3 used in the above method
is simply a planar weave of many iron wires or steel wires, and each iron wire or steel wire is not interconnected metallographically, so the bending rigidity is low both partially and as a whole. It was weak and could not stably hold the outer surface of the chestnut stone 2 in a flat plane, resulting in poor construction accuracy. In addition, the wire mesh 3 had the disadvantage that the workability was extremely poor because it was rolled out in a thick roll at the site.
そこで、本考案者は、欠点の多い前述の金網に
代えて最近では、安価に製作できる上に、部分的
には全体的にも比較的曲げ剛性の大きいエキスパ
ンドメタル板を用いる工法を考案した。しかし、
エキスパンドメタル板は製作上寸法が限定される
ため、これを裏型枠とするには、エキスパンドメ
タル板の多くを連結しながら施工を進めてゆかな
くてはならない。例えば、第1図に示す打設した
基礎コンクリート6上に根石を据え、その上に割
石4を積並べて、金網3の代りに所定位置に多孔
金属型枠板を張設し、切土面1と多孔金属型枠板
との間に栗石2を裏込めした後、栗石2と割石4
間に胴込めコンクリート5を打設する作業を繰返
して、石積擁壁を順次上方に築造してゆくのであ
るが、多孔金属型枠板を順次嵩上げするには、下
段の多孔金属型枠板と上段の多孔金属型枠板の当
接縁部を長手方向に所定間隔をおいて、その都
度、針金等で縛つて連結しなければならず、嵩上
げ作業がきめわて面倒で工数を要し、施工能率が
あまりよくないという欠点が生ずる。 Therefore, the inventor of the present invention recently devised a construction method using expanded metal plates, which can be manufactured at low cost and have relatively high bending rigidity both locally and as a whole, in place of the above-mentioned wire mesh, which has many drawbacks. but,
Due to the limited manufacturing dimensions of expanded metal plates, in order to use this as the back formwork, construction must proceed while connecting many of the expanded metal plates. For example, a root stone is placed on the poured foundation concrete 6 shown in FIG. After backfilling the chestnut stone 2 between the metal mold plate and the porous metal form board,
The masonry retaining wall is successively built upwards by repeating the work of pouring concrete 5 in between, but in order to raise the height of the perforated metal formwork plates in sequence, it is necessary to place the lower perforated metal formwork plates and The abutting edges of the upper perforated metal formwork plates must be tied at predetermined intervals in the longitudinal direction and connected each time with wire, etc., and the raising work is extremely troublesome and requires a lot of man-hours. The disadvantage is that the construction efficiency is not very good.
本考案は上記の欠点を解決するためになせれた
もので、所要の大きさに形成された矩形状のエキ
スパンドメタル板の縁部を補強する補強用縁材の
構造を工夫して多孔金属型枠板を構成した点に特
徴があり、嵩上げ作業がきわめて簡単で、能率よ
く施工することができる多孔金属型枠板を提供せ
んとするものである。 The present invention was developed in order to solve the above-mentioned drawbacks.The structure of the reinforcing edge material that reinforces the edges of a rectangular expanded metal plate formed to the required size was devised to create a porous metal mold. It is an object of the present invention to provide a perforated metal form board which is characterized by the structure of the frame board, and which allows for extremely simple and efficient raising work.
以下、本考案を図面に示す実施例に基づいて具
体的に説明する。 Hereinafter, the present invention will be specifically explained based on embodiments shown in the drawings.
第2図は本考案の1実施例に示す多孔金属型枠
板の斜視図である。図において7は鋼製エキスパ
ンドメタル板で、所要の大きさは、例えば1m×
30〜33cm或いは1m×60〜66cm程度の矩形状に製
作されれている。8はエキスパンドメタル板7の
上縁部及び下縁部に、それぞれ取付けられた所定
幅を有する補強用縁材で、断面がU字状でその基
端開口部にエキスパンドメタル板7の縁部を嵌合
し、圧着固定またはスポツト溶接等により固着さ
れている。 FIG. 2 is a perspective view of a perforated metal form plate according to an embodiment of the present invention. In the figure, 7 is a steel expanded metal plate, and the required size is, for example, 1m x
It is manufactured in a rectangular shape of about 30 to 33 cm or 1 m x 60 to 66 cm. Reference numeral 8 denotes reinforcing edge members having a predetermined width attached to the upper and lower edges of the expanded metal plate 7, respectively, and having a U-shaped cross section, the edge of the expanded metal plate 7 is attached to the base opening thereof. They are fitted and fixed by crimping or spot welding.
補強用縁材8の両側壁には、各々長手方向に所
定間隔をおいてコ字状のスリツト溝9が設けら
れ、このスリツト溝9によつて区切られた部分
は、長手方向と直角な方向に切り起して係止片1
0が形成されるようになつている。 U-shaped slit grooves 9 are provided on both side walls of the reinforcing edge material 8 at predetermined intervals in the longitudinal direction, and the portion separated by the slit grooves 9 extends in a direction perpendicular to the longitudinal direction. Cut out the locking piece 1
0 is formed.
第3図イ,ロは第2図に示す多孔金属型枠板を
用いて嵩上げするときの連結要領を示す部分断面
図である。第3図イは、上段のエキスパンドメタ
ル板7の下縁部に設けた補強用縁材8の両側壁の
係止片10aを、断面が略U字状となるように下
向に切り起して、下段のエキスパンドメタル板7
の上縁部に設けた補強用縁材8の縁部を嵌合させ
たものであり、また、第3図ロは、係止片10a
に対応する上段の係止片10bを断面が略八の字
状となるように切り起すと共に、これと対応させ
て下段の係止片10bを断面が略八の字状になる
ように切り起し、上段の係止片10bの開口内に
下段の係止片10bを嵌合させたものである。 FIGS. 3A and 3B are partial sectional views showing a connection procedure when raising the height using the porous metal form plate shown in FIG. 2. In FIG. 3A, the locking pieces 10a on both side walls of the reinforcing edge material 8 provided at the lower edge of the upper expanded metal plate 7 are cut downward so that the cross section is approximately U-shaped. Then, lower expanded metal plate 7
The edge of the reinforcing edge material 8 provided on the upper edge is fitted, and FIG. 3B shows the locking piece 10a.
The upper locking piece 10b corresponding to the upper locking piece 10b is cut and raised so that its cross section has a substantially figure-eight shape, and the lower locking piece 10b corresponding to this is cut and raised so that its cross-section is approximately a figure-eight shape. However, the lower locking piece 10b is fitted into the opening of the upper locking piece 10b.
次に、第4図は本考案の他の実施例を示したも
ので、7′は第2繊に示す7と同様のエキスパン
ドメタル板であるが、エキスパンドメタル板7′
の上縁部及び下縁部には、所定幅を有する補強用
縁材8′が、エキスパンドメタル板7′と一体的に
成形されており、その補強用縁材8′の側壁に
は、長手方向に所定間隔をおいて縦方向のスリツ
ト溝9′が設けられており、スリツト溝9′,9′
によつて区切られた側壁面の一部は、長手方向と
直角な方向に切り起して係止片10′が形成され
るようになつている。 Next, FIG. 4 shows another embodiment of the present invention, in which 7' is an expanded metal plate similar to 7 shown in the second line.
A reinforcing edge material 8' having a predetermined width is integrally formed with the expanded metal plate 7' at the upper and lower edges, and a longitudinal Vertical slit grooves 9' are provided at predetermined intervals in the direction, and the slit grooves 9', 9'
A part of the side wall surface separated by is cut and raised in a direction perpendicular to the longitudinal direction to form a locking piece 10'.
第5図はこの実施例における多孔金属型枠板相
互の連結要領を示したもので、第5図イは上段の
係止片10′を補強用縁材8′の一方の側にのみ切
り起し、補強用縁材8′と係止片10′で形成した
V字状の開口内に、下段の補強用縁材8′を嵌合
して連結したものであり、また第5図ロは上段及
び下段の係止片10′を、互いに反対方向に切り
起し、形成されたV字状の開口内に相手側の補強
用縁材8′を嵌合して連結したものである。 FIG. 5 shows how the perforated metal formwork plates are connected to each other in this embodiment. In FIG. The lower reinforcing rim material 8' is fitted and connected into the V-shaped opening formed by the reinforcing rim material 8' and the locking piece 10'. The upper and lower locking pieces 10' are cut and raised in opposite directions, and the reinforcing edge member 8' of the other side is fitted into the V-shaped opening formed to connect them.
なお、第2図及び第4図に示す実施例は、いず
れもエキスパンドメタル板7,7′の上縁部及び
下縁部のみに補強用縁材8,8′を設けている
が、エキスパンドメタル板7,7′の両側縁部に
も補強用縁材8,8′を設けて、第3図又は第5
図に示すような連結要領で、多孔金属型枠板を横
方向にも順次連結させるようにしてもよい。 In the embodiments shown in FIGS. 2 and 4, reinforcing edge materials 8, 8' are provided only at the upper and lower edges of the expanded metal plates 7, 7'; Reinforcing edge materials 8, 8' are also provided on both side edges of the plates 7, 7', as shown in Fig. 3 or 5.
The porous metal formwork plates may also be successively connected in the lateral direction using the connection method shown in the figure.
また、補強用縁材8,8′の側壁面より切り起
す係止片10,10′の形状及びその係止片1
0,10′の切り起した断面形状は、図示の実施
例の形状に限定されるものではなく、エキスパン
ドメタル板7,7′の大きさや、連結要領等に応
じて、スリツト溝9,9′の切り込み形状や、係
止片10,10′の切り起した断面形状、係止片
10,10′の位置及び個数等を任意に選択し設
計すればよい。 Also, the shape of the locking pieces 10, 10' cut up from the side wall surfaces of the reinforcing edge members 8, 8' and the locking pieces 1 thereof
The cross-sectional shape of the slit grooves 9, 9' is not limited to the shape of the illustrated embodiment, and can be shaped as the slit grooves 9, 9' depending on the size of the expanded metal plates 7, 7' and the connection method. The shape of the cut, the cut-and-raised cross-sectional shape of the locking pieces 10, 10', the position and number of the locking pieces 10, 10', etc. may be arbitrarily selected and designed.
以上具体的に説明したように、本考案は所要の
大きさに形成された矩形状のエキスパンドメタル
板の縁部に、所定幅を有する補強用縁材を設ける
と共に、その補強用縁材の側壁の長手方向に、所
定間隔をおいてスリツト溝を設け、スリツト溝に
よつて区切られ側壁面の一部を、長手方向と直角
な方向に切り起して係止片とするように構成した
ので、エキスパンドメタル板の上縁部及び下縁部
に補強用縁材を設ければ、補強用縁材の側壁面の
一部を切り起した係止片を介して、連接する多孔
金属型枠板を互いに連結しながら順次嵩上げする
ことができ、しかも互いに連結された多孔金属型
枠板は、係止片により安定して保持されるから、
従来のように針金等で縛つて連結する必要はな
く、嵩上げ作業がきわめて簡単で施工能率が大幅
に向上する利点がある。また、エキスパンドメタ
ル板の両側縁部にも係止片を有する補強用縁材を
設ければ、多孔金属型枠板を横方向にも順次連結
することができ、きわめて好都合である。 As specifically explained above, the present invention provides a reinforcing edging material having a predetermined width on the edge of a rectangular expanded metal plate formed to a required size, and also provides a side wall of the reinforcing edging material. Slit grooves are provided at predetermined intervals in the longitudinal direction of the housing, and a part of the side wall surface separated by the slit grooves is cut up in a direction perpendicular to the longitudinal direction to form a locking piece. If a reinforcing edging material is provided on the upper and lower edges of the expanded metal plate, the perforated metal formwork plates are connected to each other via a locking piece made by cutting and raising a part of the side wall surface of the reinforcing edging material. The porous metal formwork plates can be successively raised while being connected to each other, and the connected porous metal formwork plates are stably held by the locking pieces.
There is no need to connect them by tying them together with wires as in the past, and there is an advantage that the raising work is extremely simple and construction efficiency is greatly improved. Further, if reinforcing edge members having locking pieces are provided on both side edges of the expanded metal plate, the porous metal formwork plates can be successively connected laterally as well, which is very convenient.
そして、係止片は補強用縁材に側壁に設けたス
リツト溝によつて区切られた側壁面の一部を切り
起すだけで形成できるから、製作が容易で多量生
産に適す等多くの利点を有し、擁壁施工や覆工等
において使用する裏型枠として実用上きわめて便
利かつ安価な多孔金属型枠板を提供し得るもので
ある。 Since the locking piece can be formed by simply cutting and raising a part of the side wall surface separated by the slit groove provided in the side wall of the reinforcing edge material, it has many advantages such as easy production and suitable for mass production. Accordingly, it is possible to provide a porous metal formwork board that is extremely convenient and inexpensive in practice as a back formwork used in retaining wall construction, lining, etc.
第1図は従来の石積擁壁を示す側断面図、第2
図は本考案の1実施例を示す多孔金属型枠板の斜
視図、第3図イ,ロは第2図に示す多孔金属型枠
板を用いて嵩上げするときの連結要領を示す部分
断面図、第4図は本考案の他の実施例を示す多孔
金属型枠板の斜視図、第5図イ,ロは第4図に示
す多孔金属型枠板を用いて嵩上げするときの連結
要領を示す部分断面図である。
1……切土面、2……栗石、3……金網、4…
…割石、5……胴込コンクリート、6……基礎コ
ンクリート、7,7′……エキスパンドメタル
板、8,8′……補強用縁材、9,9′……スリツ
ト溝、10,10a,10b,10′……係止
片。
Figure 1 is a side sectional view showing a conventional masonry retaining wall, Figure 2
The figure is a perspective view of a porous metal formwork plate showing one embodiment of the present invention, and Figures 3A and 3B are partial sectional views showing the connection procedure when raising the height using the porous metal formwork plate shown in Fig. 2. , Fig. 4 is a perspective view of a porous metal form plate showing another embodiment of the present invention, and Figs. FIG. 1... Cut surface, 2... Chestnut stone, 3... Wire mesh, 4...
... Split stone, 5... Concrete, 6... Foundation concrete, 7, 7'... Expanded metal plate, 8, 8'... Reinforcing edge material, 9, 9'... Slit groove, 10, 10a, 10b, 10'...Locking piece.
Claims (1)
ドメタル板の縁部に、所定幅を有する補強用縁材
を設けるとともに、その補強用縁材の側壁の長手
方向に、所定間隔をおいてスリツト溝を設け、ス
リツト溝によつて区切られた側壁面の一部を、長
手方向と直角な方向に切り起して係止片としたこ
とを特徴とする多孔金属型枠板。 A reinforcing edging material having a predetermined width is provided at the edge of a rectangular expanded metal plate formed to a required size, and slit grooves are provided at predetermined intervals in the longitudinal direction of the side wall of the reinforcing edging material. What is claimed is: 1. A porous metal form board, characterized in that a part of the side wall surface separated by the slit groove is cut and raised in a direction perpendicular to the longitudinal direction to form a locking piece.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15839881U JPS5863245U (en) | 1981-10-26 | 1981-10-26 | perforated metal formwork board |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15839881U JPS5863245U (en) | 1981-10-26 | 1981-10-26 | perforated metal formwork board |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5863245U JPS5863245U (en) | 1983-04-28 |
JPS624585Y2 true JPS624585Y2 (en) | 1987-02-02 |
Family
ID=29950897
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15839881U Granted JPS5863245U (en) | 1981-10-26 | 1981-10-26 | perforated metal formwork board |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5863245U (en) |
-
1981
- 1981-10-26 JP JP15839881U patent/JPS5863245U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5863245U (en) | 1983-04-28 |
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