JPS624587Y2 - - Google Patents

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Publication number
JPS624587Y2
JPS624587Y2 JP15840081U JP15840081U JPS624587Y2 JP S624587 Y2 JPS624587 Y2 JP S624587Y2 JP 15840081 U JP15840081 U JP 15840081U JP 15840081 U JP15840081 U JP 15840081U JP S624587 Y2 JPS624587 Y2 JP S624587Y2
Authority
JP
Japan
Prior art keywords
plate
reinforcing
connecting rod
hollow
expanded metal
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
Application number
JP15840081U
Other languages
Japanese (ja)
Other versions
JPS5863247U (en
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 filed Critical
Priority to JP15840081U priority Critical patent/JPS5863247U/en
Publication of JPS5863247U publication Critical patent/JPS5863247U/en
Application granted granted Critical
Publication of JPS624587Y2 publication Critical patent/JPS624587Y2/ja
Granted legal-status Critical Current

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  • 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 stone 2 installed in the facility, and concrete is poured directly onto the front surface of the back formwork. A construction method in which concrete 5 is placed between the holes 4 and 4 is generally adopted.

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〓線を単に平面的に編んだ
だけで、各鉄線や〓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つた欠
点があつた。
However, the wire mesh 3 used in the above method
This is simply a planar weaving of a large number of iron wires or wires, and each iron wire or 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 drawback of extremely poor workability because it was rolled out in thick rolls at the site.

そこで、本考案者は、欠点に多い前述の金網に
代えて最近では、安価に製作できる上に、部分的
にも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いくのであ
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
げ作業がきわめ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 an expanded metal plate, which can be manufactured at low cost and has relatively high bending rigidity both partially 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 upward 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., making the raising work extremely troublesome and time-consuming, reducing construction efficiency. The disadvantage is that it is not very good.

本考案は上記の欠点を解決するためになされた
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 made in order to solve the above-mentioned drawbacks, and by devising the structure of the reinforcing edge material that reinforces the edges of the rectangular expanded metal plate formed to the required size, the porous metal formwork It is an object of the present invention to provide a perforated metal form board which is characterized by the structure of the board, and which allows for extremely easy 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実施例を示す多孔金属型枠
板の斜視図である。図において7は鋼製のエキス
パンドメタル板で、所要の大きさ、例えば1m×
30〜33cm或いは1m×60〜66cm程度の矩形状に製
作されている。8はエキスパンドメタル板7の両
側縁部にそれぞれ取付けられた中空状の補強用縁
材で、パイプを所定の長さに切断して構成されて
おり、スポツト溶接等によつて固着されている。
そして、その中空状の補強用縁材8の端部中空内
には、先端を補強用縁材8の端面より所定長さだ
け突出させた連結棒9が、スポツト溶接等により
固定されている。
FIG. 2 is a perspective view of a perforated metal form plate showing one embodiment of the present invention. In the figure, 7 is an expanded metal plate made of steel, and has the required size, 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 hollow reinforcing edge members attached to both side edges of the expanded metal plate 7, which are constructed by cutting a pipe to a predetermined length, and are fixed by spot welding or the like.
A connecting rod 9 whose tip protrudes a predetermined length from the end surface of the reinforcing edging material 8 is fixed in the hollow end portion of the hollow reinforcing edging material 8 by spot welding or the like.

第3図は前述の実施例による多孔金属型枠板を
用いて、嵩上げするときの連結要領を示す一部破
断正面図で、上段のエキスパンドメタル板7の両
側縁部に取付けた補強用縁材8の下端部の中空部
内に、下段のエキスパンドメタル板7の補強用縁
材8の上端面より所定長さだけ上方に突出された
連接棒9の突出部を嵌合させた連結例である。
FIG. 3 is a partially cutaway front view showing the connection procedure when raising the porous metal formwork plate according to the above-described embodiment, and shows reinforcing edging materials attached to both side edges of the upper expanded metal plate 7. This is a connection example in which a protrusion of a connecting rod 9 that protrudes upward by a predetermined length from the upper end surface of the reinforcing edge member 8 of the lower expanded metal plate 7 is fitted into the hollow portion of the lower end of the lower expanded metal plate 8.

次に、第4図は本考案の他の実施例による多孔
金属型枠板を用いて、嵩上げするときの連結要領
を示したもので、この多孔金属型枠板は、エキス
パンドメタル板7の一方の側縁部には中空状の補
強用縁材8を取付け、他方の側縁部にはこれと平
行し、連接棒9を、その両端部が各々エキスパン
ドメタル板7の上端面及び下端面より所定長さだ
け突出するように取付けて構成されており、この
多孔金属型枠板を補強用縁材8と連接棒9の位置
が上段と下段で逆になるように図示のように配置
し、上段の多孔金属型枠板を矢印方向に押込ん
で、連接棒9の突出部を対応する補強用縁材の端
部中空内に嵌合して互いに連結し、順次嵩上げし
得るようにしたものである。
Next, FIG. 4 shows a connection procedure when raising the height using a porous metal form plate according to another embodiment of the present invention. A hollow reinforcing rim member 8 is attached to one side edge of the frame, and a connecting rod 9 is attached to the other side edge in parallel with the reinforcing edge member 8. This porous metal form plate is installed so as to protrude by a predetermined length, and the reinforcing edge material 8 and the connecting rod 9 are arranged as shown in the figure so that the positions of the reinforcing edge material 8 and the connecting rod 9 are reversed in the upper and lower stages. The upper perforated metal form plate is pushed in the direction of the arrow, and the protruding parts of the connecting rods 9 are fitted into the hollow ends of the corresponding reinforcing edging materials to connect them to each other and to gradually raise the height. be.

また、第5図は本考案のさらに他の実施例によ
る多孔金属型枠板を用いて、横方向に順次連結す
る連結要領を示したもので、この多孔金属型枠板
は、第2図に示す連接棒9を有する補強用縁材8
を、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、多孔金属型枠板を矢印方向に
押込んで横方向に順次連結し得るようにしたもの
であるが、同様に第4図に示す連結要領を利用し
て横方向に順次連結し得るようにしてもよい。
Furthermore, FIG. 5 shows a connecting procedure for sequentially connecting the porous metal formwork plates in the horizontal direction using still another embodiment of the present invention. Reinforcing edging 8 with connecting rod 9 shown
are attached to the upper and lower edges of the expanded metal plate 7, respectively, and the porous metal formwork plates are pushed in the direction of the arrows so that they can be successively connected laterally. It may also be possible to sequentially connect in the lateral direction using the connection procedure shown.

なお、上記各実施例はいずれも上下方向又は横
方向の一方のみに多孔金属型枠板を連結するよう
にしたものであるが、上下方向に連結する補強用
縁材8と連接棒9はエキスパンドメタル板7の表
面の両側縁部に取付け、横方向に連結する補強用
縁材8と連接棒9は、エキスパンドメタル板7の
裏面の上縁部及び下縁部に取付けておけば、多孔
金属型枠板を横方向に順次連結しながら同時に順
次嵩上げすることができ、きわめて好都合であ
る。
In each of the above-mentioned embodiments, the perforated metal form plates are connected only in the vertical or horizontal direction. However, if the reinforcing edge members 8 and connecting rods 9 that connect in the vertical direction are attached to both side edges of the front surface of the expanded metal plate 7, and the reinforcing edge members 8 and connecting rods 9 that connect in the horizontal direction are attached to the upper and lower edges of the back surface of the expanded metal plate 7, the perforated metal form plates can be connected in the horizontal direction and raised in sequence at the same time, which is extremely convenient.

また、上記各実施例において用いた中空状の補
強用縁材8は、いずれもパイプを所定の長さに切
断して構成しているが、その断面形状は図示の断
面形状に限定されるものではなく、例えば所定幅
を有する中空状の板材を切断して補強用縁材とし
てもよい。この場合には、連接棒の断面は、その
補強用縁材の端部中空内に丁度嵌合し得るような
板状の連接棒とし、その先端部は嵌合をスムーズ
にするために、肩部を斜めに切除しておけばよ
い。さらに、エキスパンドメタル板7に中空状の
補強用縁材8のみを取付けて、現地でその補強用
縁材8の端部中空部に連接棒9を嵌合させる場合
には、連接棒の位置決めを行なうために、連接棒
9の中央部につば状の位置決め用ストツパーを設
けておくと連結を要領よく行なうことができる。
Further, the hollow reinforcing rim material 8 used in each of the above embodiments is constructed by cutting a pipe to a predetermined length, but its cross-sectional shape is limited to the cross-sectional shape shown in the drawings. Instead, for example, a hollow plate having a predetermined width may be cut to serve as the reinforcing edge material. In this case, the cross section of the connecting rod should be a plate-like one that can fit into the hollow end of the reinforcing edge material, and the tip of the connecting rod should have a shoulder shape to ensure smooth fitting. Just cut the part diagonally. Furthermore, when attaching only the hollow reinforcing edging material 8 to the expanded metal plate 7 and fitting the connecting rod 9 into the hollow end of the reinforcing edging material 8 on-site, the positioning of the connecting rod must be determined. In order to do this, if a collar-shaped positioning stopper is provided in the center of the connecting rod 9, the connection can be made smoothly.

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、中空状の補強用縁材を取付け、その
補強用縁材の端部中空内に連接棒を嵌合して、互
いに連結し得るように多孔金属型枠板を構成した
ので、エキスパンドメタル板の側縁部に中空状の
補強用縁材を取付ければ、連接棒を介して、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、補強用縁材の端部中空内に押
込んで嵌合させた連接棒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。
As specifically explained above, the present invention involves attaching a hollow reinforcing edging material to the edge of a rectangular expanded metal plate formed to a required size. Since the perforated metal formwork plates are configured so that they can be connected to each other by fitting a connecting rod inside them, if a hollow reinforcing rim is attached to the side edge of the expanded metal plate, the connecting rod can be inserted into the formwork plate. Therefore, the interconnected porous metal formwork plates can be sequentially raised while being connected to each other, and the interconnected porous metal formwork plates can be pushed into the hollow end portion of the reinforcing edge material and fitted. Since it is stably held by the connecting rod, there is no need to connect it by tying it with wire or the like as in the conventional method, which has the advantage of making the raising work extremely simple and greatly improving construction efficiency.

また、エキスパンドメタル板の上縁部や下縁部
に中空状の補強用縁材を取付ければ、連接棒を介
して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。
In addition, if hollow reinforcing edging materials are attached to the upper and lower edges of the expanded metal plates, the perforated metal formwork plates can be successively connected laterally via connecting rods, which is very convenient. It is.

そして、補強用縁材はパイプや中空状の板材等
を所定の長さに切断するだけで構成でき、これを
エキスパンドメタル板の縁部にスポツト溶接等に
より取付けるだけでよく、連接棒も棒材や板材等
を切断するだけで構成できるから、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。
The reinforcing edge material can be constructed by simply cutting a pipe or hollow plate material to a predetermined length, and it is sufficient to attach it to the edge of the expanded metal plate by spot welding, etc., and the connecting rod is also made of bar material. It has many advantages, such as being easy to manufacture and suitable for mass production, as it can be constructed by simply cutting or board materials, etc., and is extremely convenient and inexpensive in practice as back formwork used in retaining wall construction and lining. A metal formwork plate can be provided.

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

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一部破断正
面図、第4図は本考案の他の実施例による多孔金
属型枠板を用いて嵩上げするときの連結要領を示
す一部破断正面図、第5図は本考案のさらに他の
実施例による多孔金属型枠板を用いて横方向に順
次連結する連結要領を示す一部破断正面図であ
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……エキスパンドメタル板、8…
…補強用縁材、9……連接棒。
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 Fig. 3 is a partially cutaway front view showing the connection procedure when raising the height using the porous metal formwork plate shown in Fig. 2. FIG. 4 is a partially cutaway front view showing the connection procedure when raising the height using a porous metal form plate according to another embodiment of the present invention, and FIG. 5 is a porous metal mold according to still another embodiment of the present invention. FIG. 3 is a partially cutaway front view illustrating a method of connecting sequentially in the lateral direction using a frame plate. 1... Cut surface, 2... Chestnut stone, 3... Wire mesh, 4...
...Cracked stone, 5... Concrete with body, 6... Foundation concrete, 7... Expanded metal plate, 8...
...Reinforcing edge material, 9...Connecting rod.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 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、中空状の補強用縁材を取付
け、その補強用縁材の端部中空内に連接棒を嵌合
して、互いに連結し得るようにしたことを特徴と
する多孔金属型枠板。
A hollow reinforcing edging material is attached to the edge of a rectangular expanded metal plate formed to the required size, and a connecting rod is fitted into the hollow end of the reinforcing edging material to connect them to each other. A porous metal form board characterized by being made to be able to
JP15840081U 1981-10-26 1981-10-26 perforated metal formwork board Granted JPS5863247U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15840081U JPS5863247U (en) 1981-10-26 1981-10-26 perforated metal formwork board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15840081U JPS5863247U (en) 1981-10-26 1981-10-26 perforated metal formwork board

Publications (2)

Publication Number Publication Date
JPS5863247U JPS5863247U (en) 1983-04-28
JPS624587Y2 true JPS624587Y2 (en) 1987-02-02

Family

ID=29950899

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15840081U Granted JPS5863247U (en) 1981-10-26 1981-10-26 perforated metal formwork board

Country Status (1)

Country Link
JP (1) JPS5863247U (en)

Also Published As

Publication number Publication date
JPS5863247U (en) 1983-04-28

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