JPH0417726Y2 - - Google Patents

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Publication number
JPH0417726Y2
JPH0417726Y2 JP1984127573U JP12757384U JPH0417726Y2 JP H0417726 Y2 JPH0417726 Y2 JP H0417726Y2 JP 1984127573 U JP1984127573 U JP 1984127573U JP 12757384 U JP12757384 U JP 12757384U JP H0417726 Y2 JPH0417726 Y2 JP H0417726Y2
Authority
JP
Japan
Prior art keywords
formwork
piece
pieces
special
formwork piece
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
JP1984127573U
Other languages
Japanese (ja)
Other versions
JPS6159733U (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 JP1984127573U priority Critical patent/JPH0417726Y2/ja
Publication of JPS6159733U publication Critical patent/JPS6159733U/ja
Application granted granted Critical
Publication of JPH0417726Y2 publication Critical patent/JPH0417726Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案はマンホールの内壁面の足掛等の突出物
を埋設したい場合に、コンクリート打設後に埋設
するのでなく、特殊の形状の型枠片を一部に使用
するのみで、特別の付帯設備を必要とせず、コン
クリート打設と同時にこれら付設物を埋設できる
足掛同時埋設用型枠に関する。
[Detailed description of the invention] [Industrial application field] This invention uses specially shaped formwork pieces when it is desired to bury protrusions such as footholds on the inner wall of a manhole, instead of burying them after pouring concrete. This invention relates to a formwork for simultaneous burying of footholds in which these fixtures can be buried at the same time as concrete pouring without requiring special incidental equipment by using only a part of the foothold.

〔従来技術〕[Prior art]

従来、マンホール内周面等に足掛等の付設物を
埋設するにあたつては、コンクリート打設後に、
再度穴を穿設し、この穴に足掛をの脚部を挿入
し、コンクリートで固める方法が採用されてい
た。この方法は手間を要するため、足掛を埋設す
べき部位に使用する型枠片に窓を設け、この窓に
足掛をはさんだ状態で密着嵌入できる付帯装置を
使用して、コンクリート打設と同時に足掛を埋設
する方法も採用されていた。
Conventionally, when burying fixtures such as footholds on the inner surface of a manhole, etc., after pouring concrete,
The method used was to drill a hole again, insert the legs of the footrest into the hole, and solidify it with concrete. This method is time-consuming, so a window is provided in the formwork piece used in the area where the foothold is to be buried, and an accessory device is used that allows the foothold to be inserted tightly into the window. At the same time, a method of burying footholds was also adopted.

一方、型枠片の上端又は下端に足掛用の切欠を
穿設することは脱型が困難と考えられ、いままで
採用されていなかつた。
On the other hand, drilling cutouts for footholds at the upper or lower ends of the formwork pieces has not been adopted until now because it is thought to be difficult to remove from the mold.

〔考案が解決しようとする課題〕[The problem that the idea attempts to solve]

特に、マンホールの足掛はコンクリート本体か
ら2本の脚部が突出し、内周面でこれが連結して
いるため型枠の脱型が困難であり、特殊の付帯装
置を使用しても、やはり作業が煩雑であつた。し
たがつて、付帯装置を使用せずに足掛を直接埋設
する方法が望まれていた。
In particular, manhole footrests have two legs that protrude from the concrete body and are connected at the inner circumferential surface, making it difficult to remove the formwork. was complicated and hot. Therefore, a method of directly burying the foothold without using ancillary equipment has been desired.

〔課題解決の手段〕[Means of problem solving]

本考案者は、鋭意研究した結果、型枠片の上端
又は下端の一方のみに足掛用の切欠を刻設した特
殊型枠片と調節型枠片とに分断し、両者を交互に
連結することにより、付帯装置も使用せずにコン
クリートを打設と同時に足掛を埋設することがで
き、しかも、脱型が容易で型枠片を提供すること
に成功したものである。
As a result of extensive research, the inventor of the present invention divided the formwork into a special formwork piece in which a notch for footholds was carved on only one of the upper or lower ends and an adjustable formwork piece, and connected the two alternately. As a result, it is possible to pour concrete and bury footholds at the same time without using any auxiliary equipment, and moreover, it is possible to easily demold and successfully provide formwork pieces.

すなわち、本考案は型枠片の足掛を設けるべき
部位の鋼板の上端又は下端の一方に、足掛用の切
欠を穿設した嵌入部を有する型枠片と、切欠を設
けず、周囲をフランジで囲繞したのみの調節型枠
片とを交互に上下に積み重ね、脱型を可能にする
ものである。更に、切欠の周囲を囲繞するように
フランジを横コ字状に嵌入させたものである。し
たがつて、足掛脚部の型枠片との接触部は鋼板の
厚さに限定され、特殊型枠片と足掛との接触面積
が激減し脱型が容易となつた。型枠片に切欠を穿
設したことによる型枠片の強度の低下は切欠より
大きいフランジを切欠の外周に設けることにより
補償することができた。
In other words, the present invention provides a formwork piece that has an inset part with a notch for a foothold on either the upper or lower end of the steel plate where the foothold is to be provided, and a formwork piece that does not have a notch and has a surrounding area. Adjustable formwork pieces that are only surrounded by flanges are alternately stacked one on top of the other to enable demolding. Further, a flange is fitted in a horizontal U-shape so as to surround the notch. Therefore, the contact area of the foothold leg with the formwork piece is limited to the thickness of the steel plate, and the contact area between the special formwork piece and the foothold is drastically reduced, making demolding easier. The reduction in strength of the formwork piece due to the notch being formed in the formwork piece could be compensated for by providing a flange larger than the notch around the outer periphery of the notch.

本考案においては、足掛を設けるべき列に配置
する型枠片として、切欠を設けた嵌入部を有する
特殊型枠片の調節型枠片とを使用する。切欠を設
けた嵌入部は2個で一対となり、埋設すべき足掛
の幅と一致する間隔を有する。この嵌入部の対を
1個の特殊型枠片あたり1対または2対以上設け
ることができる。また、嵌入部は特殊型枠片の上
辺または下辺の何れか一方でなければならない。
両者に設けるとコンクリート硬化後に型枠片は上
方にも下方にもいずれの方向にもずらすことがで
き、永久に脱型不能である。
In the present invention, as the formwork pieces arranged in the rows where the footholds are to be provided, an adjustment formwork piece, which is a special formwork piece having a fitting part with a notch, is used. Two fitting parts provided with notches form a pair, and have an interval corresponding to the width of the footrest to be buried. One or more pairs of fitting portions can be provided per one special formwork piece. In addition, the fitting part must be on either the upper side or the lower side of the special formwork piece.
When provided on both sides, the formwork pieces can be moved in either direction, upward or downward, after the concrete hardens, and cannot be removed permanently.

調節型枠片は2枚以上縦に連結して設けてもよ
いが、特殊型枠片はその上下両面を調節型枠片で
挟まれていなければならない。すなわち、調節型
枠片には足掛が挿入されていないため、左右にず
らすこともでき脱型が可能であり、調節型枠片を
脱型した後の空間に上または下の特殊型枠片を足
掛に邪魔されない方向からずらせて脱型するもの
である。
Two or more adjustment formwork pieces may be provided vertically connected, but the special formwork piece must be sandwiched between the adjustment formwork pieces on both its upper and lower sides. In other words, since no footrests are inserted into the adjustable formwork pieces, they can be moved left and right and can be removed from the mold. The mold is removed by shifting it away from the direction where it will not be interfered with by the footholds.

現実の使用にあたつては、特殊型枠片と調節型
枠片とは同一長さであることが好ましいが、本考
案の目的達成のためには必ずしも同一長さとする
必要はなく、調節型枠片を脱型した後に特殊型枠
片を上方または下方に平行移動させたとき、特殊
型枠片が足掛から離れるように、特殊型枠片の長
さは互いに隣接する下段の足掛の上辺と下段の足
掛の下辺との間隔より短いことを要する。
In actual use, it is preferable that the special formwork piece and the adjustable formwork piece have the same length, but in order to achieve the purpose of this invention, it is not necessary that they have the same length; When the special formwork pieces are moved upward or downward in parallel after the frame pieces have been demolded, the length of the special formwork pieces is equal to the upper side of the lower footholds adjacent to each other so that the special formwork pieces separate from the footholds. It must be shorter than the distance between the bottom edge of the footrest and the bottom edge of the lower footrest.

〔実施例〕〔Example〕

第1図はマンホールの内面から見た組立状態の
斜視図であり、本実施例においては嵌入部及び切
欠を下端に設けた。更に、他の図面においても、
型枠片の連結に用いるUクリツプ及びフランジ孔
は省略した。第2図はコンクリート打設後、型枠
をはずす前の横断面図であり、第3図は嵌入部付
近の拡大斜視図であり、嵌入部を上端に設けた状
態のものを示した。
FIG. 1 is a perspective view of the assembled state seen from the inner surface of the manhole, and in this embodiment, a fitting portion and a notch are provided at the lower end. Furthermore, in other drawings,
U-clips and flange holes used to connect the formwork pieces have been omitted. Fig. 2 is a cross-sectional view after pouring concrete and before removing the formwork, and Fig. 3 is an enlarged perspective view of the vicinity of the insertion part, showing the case with the insertion part provided at the upper end.

1は通常の型枠片であり、2は本考案に係る嵌
入部を有する特殊型枠片である。型枠片は鋼製の
平板部3とその周囲に設けたフランジ4とからな
り、フランジとフランジをUクリツプその他の連
結手段を用いて連結して使用するものである。本
考案は主として通常の型枠片1を用い、足掛を設
けるべき部位に、周囲がフランジ4で囲繞されて
いる点で通常の型枠片と同一形状の調節型枠片1
−aと嵌入部5を有する特殊型枠片2とを交互に
積上げた。
1 is a normal formwork piece, and 2 is a special formwork piece having a fitting part according to the present invention. The formwork piece consists of a flat plate part 3 made of steel and a flange 4 provided around the flat plate part 3, and is used by connecting the flanges together using U-clips or other connecting means. The present invention mainly uses an ordinary formwork piece 1, and the adjustable formwork piece 1 has the same shape as the ordinary formwork piece in that the area where the foothold is to be provided is surrounded by a flange 4.
-a and special formwork pieces 2 having fitting portions 5 were stacked alternately.

嵌入部5は特殊型枠片2の上端又は下端のいず
れかに2箇所設け、鋼板内部に横コ字状にフラン
ジを迂曲させる。したがつて、嵌入部の奥にはフ
ランジに囲繞された同一の鋼板からなる囲繞面6
が残り、この囲繞面6に足掛7の脚部8を脱着可
能に挿入することができ、且つ脚部8の囲繞面に
可及的に密着して嵌入できる切欠9を穿設する。
特殊型枠片2の2個の嵌入部5にそれぞれ設けた
切欠9の相互の間隔は、埋設すべき足掛7の2本
の脚部の間隔と一致する。10はコンクリート打
設面である。
Two fitting parts 5 are provided at either the upper end or the lower end of the special formwork piece 2, and the flange is bent in a horizontal U-shape inside the steel plate. Therefore, at the back of the fitting part, there is a surrounding surface 6 made of the same steel plate surrounded by the flange.
remains, and a notch 9 is bored into the surrounding surface 6, into which the leg portion 8 of the foothold 7 can be removably inserted, and into which the leg portion 8 can be fitted as closely as possible to the surrounding surface of the leg portion 8.
The mutual spacing between the notches 9 provided in the two fitting portions 5 of the special formwork piece 2 corresponds to the spacing between the two legs of the foothold 7 to be buried. 10 is a concrete pouring surface.

使用にあたつては、特殊型枠片2の切欠9内に
足掛7の2本の脚部8を挿入し、調節型枠片1−
aと交互に積上げ、型枠片同士を連結して所定の
形状の型枠に組上げる。次いで常法により流動性
を有するコンクリートを流し込む。この際、コン
クリート落下の衝撃により、足掛7の位置が多少
移動するが、脚部8の型枠片との接触面積が鋼板
の厚さの半円周面であるため、多少の遊びがあ
り、容易に修正することができる。
In use, insert the two legs 8 of the footrest 7 into the notches 9 of the special formwork piece 2, and then attach the adjustable formwork piece 1-
Stack them alternately with a and connect the formwork pieces to form a formwork of a predetermined shape. Next, fluid concrete is poured using a conventional method. At this time, the position of the foothold 7 moves slightly due to the impact of the falling concrete, but since the contact area of the leg 8 with the formwork piece is a semicircular surface of the thickness of the steel plate, there is some play. , can be easily modified.

コンクリートが凝結、硬化した後は各型枠片の
連結部を取りはずし、足掛7を埋設した特殊型枠
片2と調節型枠片1−aの列を除く他の部分の型
枠片を脱型する。次いで、足掛を埋設した列の調
節型枠片1−aを横にずらせて脱型し、足掛7を
埋設した特殊型枠片2を上にずらせて脱型する。
嵌入部の位置が第3図のように上端である場合に
は、足掛7を埋設した特殊型枠片2を下にずらせ
て脱型する。足掛7を埋設した状態で特殊型枠片
2を脱型する際、足掛7と脚部8と特殊型枠片2
とがコンクリートにより接着された状態となり、
脱型がやや困難な傾向があるが、本考案によれば
特殊型枠片2と脚部8との接触面積が小さく、脱
型が容易である。
After the concrete has set and hardened, remove the connecting parts of each formwork piece, and remove the other formwork pieces except for the special formwork piece 2 in which the footholds 7 are buried and the row of adjustable formwork piece 1-a. Make a mold. Next, the adjustment formwork pieces 1-a in the rows in which the footrests are embedded are shifted laterally and removed from the mold, and the special formwork pieces 2 in which the footholds 7 are embedded are shifted upward and removed from the mold.
When the position of the insertion part is at the upper end as shown in FIG. 3, the special mold frame piece 2 in which the footrest 7 is embedded is shifted downward and removed from the mold. When demolding the special formwork piece 2 with the footrest 7 buried, the foothold 7, the leg part 8, and the special formwork piece 2 are removed.
and are glued together by concrete,
Although demolding tends to be somewhat difficult, according to the present invention, the contact area between the special mold piece 2 and the leg portion 8 is small, making demolding easy.

なお、本実施例が直径900mmのマンホールの内
面に、千鳥状の2列の足掛を設けたが、1列の足
掛を埋設することもできる。また、第1図におけ
る型枠片の高さを約2分し、幅を特殊型枠片2と
調節型枠片1−aとの和にした細幅で横長の特殊
型枠片と調節型枠片を用いることもできる。更
に、足掛以外の他の突出物を埋設することも容易
である。
In this embodiment, two rows of staggered footrests were provided on the inner surface of a manhole with a diameter of 900 mm, but one row of footrests may also be buried. In addition, the height of the formwork piece in Fig. 1 is divided into approximately 2 parts, and the width is the sum of the special formwork piece 2 and the adjustable formwork piece 1-a, and a narrow and horizontally long special formwork piece and an adjustable formwork piece are used. Frame pieces can also be used. Furthermore, it is also easy to embed protrusions other than footrests.

〔考案の効果〕[Effect of idea]

本考案によれば、作業性に優れ、脱型が容易な
ばかりでなく、コンクリート打設時のセメント落
下の衝撃による突出物の位置のゆがみを、外部か
ら修正することができる充分なあそびを用意する
ことができる。
The present invention not only has excellent workability and is easy to demold, but also provides sufficient play to allow external correction of distortion in the position of protrusions caused by the impact of falling cement during concrete pouring. can do.

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

図面は本考案の実施例を示し、第1図は組立状
態を示す内面から見た斜視図、第2図は組立状態
の横断面図、第3図は嵌入部を上端に設けた場合
の嵌入部を示す拡大斜視図である。 図面中、符号1は通常の型枠片、1−aは調節
型枠片、2は特殊型枠片、3は平板部、4はフラ
ンジ、5は嵌入部、6は囲繞面、7は足掛、8は
脚部、9は切欠、10はコンクリート打設面であ
る。
The drawings show an embodiment of the present invention; Fig. 1 is a perspective view from the inside showing the assembled state, Fig. 2 is a cross-sectional view of the assembled state, and Fig. 3 shows the fitting when the fitting part is provided at the upper end. FIG. In the drawings, 1 is a normal formwork piece, 1-a is an adjustable formwork piece, 2 is a special formwork piece, 3 is a flat plate part, 4 is a flange, 5 is an inset part, 6 is a surrounding surface, and 7 is a foot. 8 is a leg, 9 is a notch, and 10 is a concrete pouring surface.

Claims (1)

【実用新案登録請求の範囲】 多数に分断され、分断された各型枠片の周囲に
連結用フランジを設けてなる、マンホールの壁面
構築用の鋼製型枠であつて、 足掛を埋設すべき壁面部分に設置すべき型枠片
が足掛埋設用の特殊型枠片と1以上の調整型枠片
とに水平に分断され、特殊型枠片の上端または下
端の何れか一方において、周囲に設けたフランジ
が鋼板内部に横コ字状に迂曲する少なくとも一対
の嵌入部を形成し、該嵌入部に囲繞された鋼板部
分には、足掛の脚部と一致する幅および脚部の最
大径と一致する深さを有し、最大径部分の下部に
脚部と一致する形状の切欠を設けたことを特徴と
する足掛同時埋設用型枠。
[Scope of Claim for Utility Model Registration] A steel formwork for constructing a manhole wall, which is divided into a large number of pieces and has connecting flanges around each of the divided formwork pieces, in which footholds are buried. The formwork piece to be installed on the desired wall surface is divided horizontally into a special formwork piece for embedding footrests and one or more adjustment formwork pieces, and at either the upper end or the lower end of the special formwork piece, the surrounding area is The flanges provided in the steel plate form at least a pair of inset portions curved in a horizontal U-shape inside the steel plate, and the steel plate portion surrounded by the inset portions has a width that matches the leg portion of the footrest and a maximum width of the leg portion. A formwork for simultaneously burying a foothold, characterized in that it has a depth that matches the diameter and a cutout that matches the shape of the leg at the bottom of the maximum diameter part.
JP1984127573U 1984-08-24 1984-08-24 Expired JPH0417726Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1984127573U JPH0417726Y2 (en) 1984-08-24 1984-08-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1984127573U JPH0417726Y2 (en) 1984-08-24 1984-08-24

Publications (2)

Publication Number Publication Date
JPS6159733U JPS6159733U (en) 1986-04-22
JPH0417726Y2 true JPH0417726Y2 (en) 1992-04-21

Family

ID=30686215

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1984127573U Expired JPH0417726Y2 (en) 1984-08-24 1984-08-24

Country Status (1)

Country Link
JP (1) JPH0417726Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS521744Y2 (en) * 1972-12-26 1977-01-14

Also Published As

Publication number Publication date
JPS6159733U (en) 1986-04-22

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