JPS6133079Y2 - - Google Patents
Info
- Publication number
- JPS6133079Y2 JPS6133079Y2 JP3249482U JP3249482U JPS6133079Y2 JP S6133079 Y2 JPS6133079 Y2 JP S6133079Y2 JP 3249482 U JP3249482 U JP 3249482U JP 3249482 U JP3249482 U JP 3249482U JP S6133079 Y2 JPS6133079 Y2 JP S6133079Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- board
- concrete
- reinforcing
- gap
- 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
- 238000009415 formwork Methods 0.000 claims description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000011087 paperboard Substances 0.000 claims description 3
- 230000000295 complement effect Effects 0.000 claims 1
- 239000000463 material Substances 0.000 description 11
- 238000000034 method Methods 0.000 description 6
- 238000009412 basement excavation Methods 0.000 description 3
- 239000011111 cardboard Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
この考案は、主として地下開削工事等において
の、山止め壁と腹起し材との間隙に充填するパツ
キングコンクリート用の受型枠に関するものであ
る。[Detailed Description of the Invention] This invention relates to a receiving form frame for packing concrete, which is used to fill the gap between a retaining wall and a raised material, mainly in underground excavation work and the like.
地下開削工事においては、第1図に示すよう
に、地中に所要間隔毎に親杭1,1を建込んで各
親杭1,1間に横矢板2を挿込み山止壁Aを構成
し、各親杭を腹起し材3で連結して、矢印のよう
な側圧を腹起し材3を介して切梁に伝えるように
している。ところが、実際の工事にあつては、施
工精度の点から各親杭1,1を横方向一線に揃え
られず、親杭1と腹起し材3との間には、ある程
度の間隙Bの生じる個所ができるものである。そ
こで、この間隙Bには、側圧を腹起し材3を介し
て切梁に伝えるためにコンクリートを充填してい
る。 In underground excavation work, as shown in Figure 1, parent piles 1, 1 are erected underground at required intervals, and horizontal sheet piles 2 are inserted between each parent pile 1, 1 to form a retaining wall A. Each parent pile is connected with a raised member 3, so that lateral pressure as shown by the arrow is transmitted to the strut via the raised member 3. However, in actual construction, it is not possible to align the main piles 1, 1 in the horizontal direction from the viewpoint of construction accuracy, and a certain amount of gap B is created between the main piles 1 and the raised material 3. It is something that can be done in places. Therefore, this gap B is filled with concrete in order to transmit the lateral pressure to the struts via the raised members 3.
このような親杭1と腹起し材3との間隙Bにコ
ンクリートを充填するには、従来、木製の型枠や
スタイロホーム型枠を設置したり、或はEP袋の
使用等で行なつていた。しかし、前2者は非常に
手間がかかると共に脱型後の廃材処理にも問題が
あり、また、EP袋を使用するものは接触面積が
充分とり難いという問題があつた。 In order to fill the gap B between the parent pile 1 and the raising material 3 with concrete, it has conventionally been done by installing a wooden formwork or Styroform formwork, or by using an EP bag. Ta. However, the former two methods are very time-consuming and have problems in disposing of waste material after demolding, and the method using an EP bag has the problem that it is difficult to ensure a sufficient contact area.
この考案は、強化、防水処理したダンボール紙
板を型枠板として用い、この型枠板にその長手方
向に沿つて複数本の補強針金を取付け、その補強
針金の両端部を型枠板の両端部から長く突出さ
せ、親杭と腹起し材との間隙の所要位置に適宜屈
曲させて挿入し、補強針金によつて型枠板を腹起
し材等に結着支持させ得ることにより、前記従来
の問題を解決し、安価で使い捨てが可能であり、
また旋工が極めて簡単で経済的なパツキングコン
クリート用型枠を提供しようとするものである。 This idea uses a reinforced and waterproofed cardboard paper board as a formwork board, attaches multiple reinforcing wires to the formwork board along its longitudinal direction, and connects both ends of the reinforcing wires to both ends of the formwork board. By making the formwork board protrude long from the base pile, inserting it into the gap between the parent pile and the raising material by bending it appropriately, and supporting the formwork board by connecting it to the raising material etc. using the reinforcing wire, this method can be improved. It solves the problem of, is cheap and disposable,
Another object of the present invention is to provide a formwork for packing concrete that is extremely easy to turn and is economical.
以下、この考案の実施例を図面を参照して説明
する。 Hereinafter, embodiments of this invention will be described with reference to the drawings.
第1図はこの考案型枠を屈曲させたところを示
す斜面図、第2図は同型枠の要部を拡大して示し
た斜面図で、4は型枠板であつて、使い捨てにし
よいように安価に製作でき、軽量でしかも打設コ
ンクリートの荷重に耐え得る強度を有する材料、
例えばダンボール板に強化処理や防水処理を施し
た材料を使用し、長方形状に形成されており、必
要に応じて適宜巾方向の折線(図示を略す)を設
けておく。そして、型枠板4にはその長さ方向に
沿つて複数本の補強針金5,5を取付ける。補強
針金5の取付手段としては、型枠板4がダンボー
ルで形成されているので、その両面の平板4a,
4aの間にある波板4bの溝を利用して補強針金
5を貫挿してやればよく、それだけで、他に特別
な止着手段は不要である。しかし、この手段だけ
に限定されることはなく、例えば補強針金5を型
枠板4の表面に適宜な方法で添着させてもよい。
また、型枠板1には必要に応じて網板等の補強材
を設けることもできる。 Figure 1 is a perspective view showing the bent formwork, and Figure 2 is an enlarged perspective view of the main parts of the formwork. A material that can be produced at low cost, is lightweight, and has the strength to withstand the load of poured concrete.
For example, it is formed into a rectangular shape by using a reinforced or waterproofed cardboard board, and a fold line (not shown) in the width direction is provided as necessary. A plurality of reinforcing wires 5, 5 are attached to the form plate 4 along its length. As the means for attaching the reinforcing wire 5, since the formwork plate 4 is made of cardboard, flat plates 4a, 4a on both sides thereof are used.
It is sufficient to insert the reinforcing wire 5 through the grooves of the corrugated plate 4b between the corrugated plates 4a, and no other special fastening means is required. However, the method is not limited to this method, and, for example, the reinforcing wire 5 may be attached to the surface of the form board 4 by an appropriate method.
Further, the formwork board 1 may be provided with a reinforcing material such as a mesh board, if necessary.
この考案の型枠は前述のように構成されてお
り、これを使用するには、第2図のように型枠板
4をコ字状に屈曲させると共に所要巾に調整し
て、第4図のように親杭1と腹起し材3との間隙
Bに挿入し、腹起し材3に近い方の補強針金5の
突出部を腹起し材のフランジ3aに図のように掛
け止めして支持すると共に、残余の補強針金5は
互に結着6する。そしてコ字状に囲まれた型枠板
4内にコンクリート7を充填するのである。この
場合、型枠板4はフランジ3aに掛止めされた補
強針金5によつて支持されているので脱落するこ
とはなく、また、補強針金5の互の結着6によつ
て型枠板4の上端部が外方に拡開されることはな
い。 The formwork of this invention is constructed as described above, and in order to use it, the formwork plate 4 is bent into a U-shape as shown in Fig. 2 and adjusted to the required width, as shown in Fig. 4. Insert it into the gap B between the main stake 1 and the upholstery material 3 as shown, and hook the protruding part of the reinforcing wire 5 that is closer to the upholstery material 3 to the flange 3a of the upholstery material as shown in the figure. At the same time, the remaining reinforcing wires 5 are tied together 6. Then, concrete 7 is filled into the formwork plate 4 surrounded by the U-shape. In this case, the formwork plate 4 is supported by the reinforcing wire 5 hooked to the flange 3a, so it will not fall off, and the formwork plate 4 is The upper end of is not flared outward.
以上説明したように、この考案の型枠は、強
化、防水処理したダンボール紙板を用いて長方形
に形成した型枠板に、その長さ方向に沿つて複数
本の補強針金を取付けると共に、該補強針金の両
端部を型枠板の端部より外方に長く突出させたの
で、親杭と腹起し材との間隙の大小に応じて簡単
な屈曲と截断等による巾調整とにより巾広く適合
させ得ると共に簡易に取付けができ、しかも安価
に製作できるから使い捨てにより型枠の撤去の手
間も不要で施工費が極めて安価になるという多く
の優れた効果がある。 As explained above, the formwork of this invention is a rectangular formwork board made of reinforced and waterproofed corrugated paperboard, and a plurality of reinforcing wires are attached along the length of the formboard, and the reinforcing Since both ends of the wire protrude outward from the ends of the formwork board, it can be adapted to a wide range of widths by simply bending and cutting the wire according to the size of the gap between the main pile and the upholstery material. It has many excellent effects, such as being easy to install, inexpensive to manufacture, disposable, no need to remove formwork, and extremely low construction costs.
第1図は地下開削工事の概要を示した平断面
図、第2図はこの考案型枠の実施を示した斜面
図、第3図は同じ要部拡大斜面図、第4図はこの
考案型枠の使用状態を示した斜面図である。
1……親杭、2……横矢板、3……腹起し材、
4……型枠板、5……補強針金、A……山止壁、
B……間隙。
Figure 1 is a plan cross-sectional view showing the outline of underground excavation work, Figure 2 is a slope view showing the implementation of this devised formwork, Figure 3 is an enlarged slope view of the same main part, and Figure 4 is this devised formwork. FIG. 3 is a perspective view showing the frame in use. 1...Main stake, 2...Horizontal sheet pile, 3...Horizontal material,
4... Form board, 5... Reinforcement wire, A... Stopping wall,
B...Gap.
Claims (1)
方形に形成した型枠板に、その長さ方向に沿つて
補数本の補強針金を取付けると共に、該補強針金
の両端部を型枠板の端部より外方に長く突出させ
たことを特徴とする、パツキンコンクリート用型
枠。 A complement of reinforcing wires are attached along the length of a rectangular form plate made of reinforced and waterproofed corrugated paperboard, and both ends of the reinforcing wires are inserted outside the edges of the form plate. A formwork for concrete concrete that is characterized by a long protrusion in the opposite direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3249482U JPS58140240U (en) | 1982-03-10 | 1982-03-10 | Formwork for Patsukin concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3249482U JPS58140240U (en) | 1982-03-10 | 1982-03-10 | Formwork for Patsukin concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58140240U JPS58140240U (en) | 1983-09-21 |
JPS6133079Y2 true JPS6133079Y2 (en) | 1986-09-26 |
Family
ID=30044094
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3249482U Granted JPS58140240U (en) | 1982-03-10 | 1982-03-10 | Formwork for Patsukin concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58140240U (en) |
-
1982
- 1982-03-10 JP JP3249482U patent/JPS58140240U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58140240U (en) | 1983-09-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS6133079Y2 (en) | ||
US5845444A (en) | Masonry reinforcement | |
JPH0756172B2 (en) | Mold panel | |
JPH0122405B2 (en) | ||
JPS605092Y2 (en) | Core formwork for concrete structure construction | |
JP2510738B2 (en) | Reinforcing member for concrete plate and concrete plate using the same | |
JP6638885B2 (en) | Concrete assembly structure | |
JPS5828028Y2 (en) | Reinforcement structure unit | |
JPH0622044Y2 (en) | Concrete plastic cardboard formwork | |
JPH0517957A (en) | Foundation for building | |
JPS5856265Y2 (en) | Reinforcement structure unit | |
JPH0332586Y2 (en) | ||
JPH0352822Y2 (en) | ||
JP2000038839A (en) | Form method of concrete placing joint in beam | |
JP2545129B2 (en) | Underground beam construction method | |
JPH02190524A (en) | Assembling of reinforcing bar for underground beam | |
JPH0735868Y2 (en) | Back formwork for concrete pouring | |
JPH0716764Y2 (en) | Retaining wall block | |
JPH0141772B2 (en) | ||
JPS5853322Y2 (en) | Vertical joints in underground walls | |
JPS6223870Y2 (en) | ||
JPH0352257Y2 (en) | ||
JPS6020738Y2 (en) | shear connector | |
JPS604327B2 (en) | Ground reinforcement method | |
JPS6241076Y2 (en) |