JPS6224671Y2 - - Google Patents

Info

Publication number
JPS6224671Y2
JPS6224671Y2 JP3253986U JP3253986U JPS6224671Y2 JP S6224671 Y2 JPS6224671 Y2 JP S6224671Y2 JP 3253986 U JP3253986 U JP 3253986U JP 3253986 U JP3253986 U JP 3253986U JP S6224671 Y2 JPS6224671 Y2 JP S6224671Y2
Authority
JP
Japan
Prior art keywords
formwork
embedding
ramp
piece
vertical
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
JP3253986U
Other languages
Japanese (ja)
Other versions
JPS6231646U (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 JP3253986U priority Critical patent/JPS6224671Y2/ja
Publication of JPS6231646U publication Critical patent/JPS6231646U/ja
Application granted granted Critical
Publication of JPS6224671Y2 publication Critical patent/JPS6224671Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

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等の整造にあたり、タラツ
プなどの突出物を同時に埋込むための特殊型枠片
を使用する場合に、最上段のタラツプの仕上がり
水平面からの位置を調整するタラツプ埋込用型枠
片の高さ調整具に関する。
[Detailed description of the invention] [Industrial field of application] This invention is applicable to the preparation of manholes, etc., when special formwork pieces are used to embed protrusions such as ramps at the same time. This invention relates to a height adjuster for a formwork piece for embedding a ramp to adjust its position from the finished horizontal surface.

〔従来の技術〕[Conventional technology]

従来、タラツプなどの突出物をコンクリート構
造物に埋込む場合には、周囲に連結孔を穿設した
フランジを有する多数の型枠片を組合せてマンホ
ールなどの型枠を形成し、この中に未だ流動性を
有するコンクリートを流込み硬化させ、脱型した
後、埋設部位を削り取り、改めて突出物の脚部を
埋込みコンクリートで固める方法が採られてい
た。
Conventionally, when embedding a protrusion such as a ramp into a concrete structure, a large number of formwork pieces having flanges with connecting holes around them are combined to form a formwork such as a manhole. The method used was to pour fluid concrete, allow it to harden, remove the mold, scrape away the buried area, and then re-fill the legs of the protrusion and harden it with concrete.

この方法は手間を要するばかりでなく、突出物
埋設の強度にも悪影響を与えるため、コンクリー
ト打設と同時に埋込む方法が種々提案されてい
る。すなわち、硬化後に脱型でき、しかもタラツ
プの脚部を狭持した状態でコンクリートの打設が
可能な特殊型枠である。例えば、実開昭56−
73762号公報など型枠片にタラツプの通過できる
窓を設け、この窓にタラツプの脚部を狭持した2
片に分断される挿入体を挿入する方法、或いは型
枠片を横に2分割し、横フランジ自体にタラツプ
の脚部狭持部を設ける方法などがある。
This method is not only time-consuming but also has a negative effect on the strength of embedding the protrusion, so various methods have been proposed for embedding the protrusion at the same time as concrete pouring. In other words, it is a special formwork that can be removed from the mold after hardening and that allows concrete to be poured while holding the legs of the ramp. For example, Utsukai 56-
No. 73762, etc., where a window through which the ramp can pass is provided in the formwork piece, and the legs of the ramp are held between the windows.
There is a method of inserting an insert body that is divided into pieces, or a method of dividing the formwork piece into two horizontally and providing a leg holding part of the ramp on the horizontal flange itself.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかしながら、タラツプは上から下へ同一間隔
を保つて埋設されるものであり、最上段のタラツ
プの位置は仕上がり水平面から一定間隔に規定さ
れている。一方、型枠は下から組立てるものであ
り、地表は坂などが多く無作為に下から積上げれ
ば最上段の型枠の地表との高さは一定しない。こ
のような場合、従来の通常の型枠であれば型枠が
仕上がり水平面から突出していてもコンクリート
を所定の高さまで打設すればよいが、タラツプ埋
込用の特殊型枠では、このような方法によれば、
最上段のタラツプの仕上がり水平面からの位置を
正確に保つことができない。
However, the ramps are buried at the same spacing from top to bottom, and the position of the top ramp is defined at a constant spacing from the finished horizontal surface. On the other hand, formwork is assembled from the bottom, and if the ground is often sloped and piled up randomly from the bottom, the height of the top formwork from the ground will not be constant. In such cases, with conventional formwork, concrete can be poured to a specified height even if the formwork protrudes from the finished horizontal surface, but with special formwork for embedding ramps, such According to the method,
The position of the topmost ramp from the finished horizontal plane cannot be maintained accurately.

このような場合、最上段のタラツプが正しい位
置にくるように底部にその高さのずれに応じた台
を設けていた。この作業がかなり複雑であるた
め、特殊型枠の高さ調整が容易に行われる方法が
求められていた。
In such cases, a platform was provided at the bottom to accommodate the height difference so that the topmost ramp would be in the correct position. Since this work is quite complex, there has been a need for a method that allows for easy height adjustment of special formwork.

〔問題解決の手段〕[Means of problem solving]

本考案は、上記問題を解決することを目的と
し、その構成は、周辺に縦横のフランジを有する
通常の型枠片とタラツプ埋込用の型枠片とを各型
枠片のフランジに穿設した連結孔により連結し組
立てて使用する型枠において、通常の型枠片の連
結孔間隔がタラツプ埋込用型枠片のそれより整数
倍大きいと共に、タラツプ埋込用型枠片の横幅と
同一又はこれより広い高さ調整板の下端に、通常
の型枠片との連結孔を有する2枚の縦フランジ
を、タラツプ埋込用型枠片と同一幅になるように
高さ調整板に対し垂直方向に延出し、該縦フラン
ジ上部に広い板状部を残したことを特徴とする。
The purpose of this invention is to solve the above problem, and its configuration consists of a normal formwork piece with vertical and horizontal flanges around the periphery and a formwork piece for embedding the ramp, with holes drilled in the flange of each formwork piece. In the formwork that is assembled and connected by connecting holes, the interval between the connecting holes of the normal formwork pieces is an integral number of times larger than that of the formwork pieces for embedding the ramps, and the width is the same as the width of the formwork pieces for embedding the ramps. Or, at the lower end of a wider height adjustment plate, attach two vertical flanges that have connecting holes with regular formwork pieces to the height adjustment plate so that they have the same width as the formwork pieces for embedding the ramp. It is characterized by extending in the vertical direction and leaving a wide plate-shaped portion at the top of the vertical flange.

本考案における高さ調整具は、タラツプ埋込用
型枠片と一致する曲面又は平面を有する板状部と
下端に設けたタラツプ埋込用型枠と同一間隔で固
定された2枚の縦フランジとからなる。第1図に
示した実施例はタラツプ埋込用型枠が平面である
から板状部も平面であるが、タラツプ埋込用型枠
が曲面の場合はこれと一致する曲面を用いる。最
下端に縦フランジを設け、更に補強上縦フランジ
の上下両端に横フランジを設けることが好まし
い。場合によつては更に縦横の桟を設けることが
好ましい。
The height adjuster of the present invention consists of a plate-shaped part having a curved surface or a flat surface that matches the formwork piece for embedding the ramp, and two vertical flanges fixed at the same distance as the formwork for embedding the ramp provided at the lower end. It consists of. In the embodiment shown in FIG. 1, since the formwork for embedding a ramp is flat, the plate-like portion is also flat; however, if the formwork for embedding a ramp is a curved surface, a curved surface corresponding to this is used. It is preferable to provide a vertical flange at the lowermost end, and further provide horizontal flanges at both upper and lower ends of the reinforcing upper vertical flange. In some cases, it is preferable to further provide vertical and horizontal bars.

板状部の幅はタラツプ埋込用型枠と同一幅又は
それ以上であつて、タラツプ埋込用型枠よりやや
広いものが好ましい。高さは板状部の最下端に設
けた縦フランジの上がタラツプの上下間隔以上、
好ましくは、タラツプの上下間隔の2倍前後であ
る。
The width of the plate-shaped portion is preferably the same width as or more than the width of the formwork for embedding the ramp, and is preferably slightly wider than the formwork for embedding the ramp. The height is such that the top of the vertical flange provided at the lowest end of the plate-shaped part is greater than or equal to the vertical distance between the ramps.
Preferably, the distance is approximately twice the vertical distance between the ramps.

縦フランジに設ける連結孔の孔の中心から中心
までの間隔は通常の型枠ではタラツプ埋込用型枠
の整数倍であり、好ましくは2〜5倍である。
In a normal formwork, the distance between the centers of the connecting holes provided in the vertical flange is an integral multiple of that of the formwork for embedding the ramp, preferably 2 to 5 times.

本考案はタラツプをコンクリート打設と同時に
埋込むことができる型枠に全て適用できる。
The present invention can be applied to any formwork in which the ramp can be embedded at the same time as concrete is poured.

〔作 用〕[Effect]

本考案は最下段のタラツプ埋込用型枠片が上下
に摺動できる板状部と、この板状部の下端に設け
た連結孔を有する縦フランジとからなる高さ調整
具である。最下段において通常の型枠片と本考案
の調整具とを、縦フランジの連結孔により連結さ
せ、その上で最下段のタラツプ埋込用型枠片のフ
ランジの任意の連結孔と通常の型枠片の任意の連
結孔とを連結することにより、中央に板状部を残
してタラツプ埋込用型枠片の高さを任意に調整す
ることができる。例えば、第1図に示す場合には
タラツプ埋込用型枠片と通常の型枠片との縦フラ
ンジに設けた連結孔の間隔の比率は1:3であ
る。すなわち、タラツプ埋込用型枠片を上下に摺
動させることにより、最上段のタラツプの位置に
したがつて最も下段の型枠片の高さの調整幅が従
来の1/3まで縮小できる。
The present invention is a height adjustment tool consisting of a plate-like part on which the bottom platform piece for embedding a ramp can slide up and down, and a vertical flange having a connecting hole provided at the lower end of this plate-like part. At the lowest level, a normal formwork piece and the adjuster of the present invention are connected through a connecting hole in the vertical flange, and then any connecting hole in the flange of the formwork piece for embedding a ramp at the lowest level is connected to the normal mold. By connecting arbitrary connecting holes of the frame pieces, the height of the platform piece for embedding the ramp can be arbitrarily adjusted while leaving a plate-shaped portion in the center. For example, in the case shown in FIG. 1, the ratio of the intervals between the connecting holes provided in the vertical flanges of the ramp embedding form piece and the normal form piece is 1:3. That is, by sliding the ramp embedding mold piece up and down, the adjustment width of the height of the lowermost mold piece can be reduced to 1/3 of the conventional height according to the position of the uppermost ramp.

〔実施例〕〔Example〕

第1図は本考案の1実施例の組立て状態を示す
斜視図である。1は下端に縦フランジ2、横フラ
ンジ3及び縦桟7を有する板状部である。縦フラ
ンジ2の中央部には連結孔4を穿設し、隣接する
通常の型枠片5の縦フランジ2aに設けた連結孔
4aによりUクリツプその他を用いて連結した。
6はタラツプ埋込用型枠片であり縦フランジ2b
には連結孔4bを通常の型枠片の連結孔4aの3
倍の密度で穿設した。本図においては、通常の型
枠片の連結孔4aと最下端の連結孔4bとを連結
したので、通常の型枠片の4aの真上の連結孔と
タラツプ埋込用型枠片の下から4番目の連結孔と
が連結する。以後、このようにして下から各々の
型枠片を連結積上げでいけば型枠が完成する。タ
ラツプ埋込用型枠片6の通常の型枠片と連結すべ
き孔は現場の状況に合わせて任意に選択すること
ができる。
FIG. 1 is a perspective view showing an assembled state of one embodiment of the present invention. 1 is a plate-shaped portion having a vertical flange 2, a horizontal flange 3, and a vertical bar 7 at its lower end. A connecting hole 4 is bored in the center of the vertical flange 2, and the connecting hole 4a provided in the vertical flange 2a of an adjacent ordinary formwork piece 5 is connected to the connecting hole 4a using a U clip or the like.
6 is a formwork piece for embedding the ramp, and the vertical flange 2b
In this case, connect the connecting holes 4b to 3 of the connecting holes 4a of the ordinary formwork piece.
The holes were drilled at twice the density. In this figure, the connection hole 4a of the normal formwork piece and the bottom connection hole 4b are connected, so the connection hole directly above 4a of the normal formwork piece and the bottom of the formwork piece for ramp embedding are connected. to the fourth connecting hole. Thereafter, the formwork is completed by connecting and stacking each formwork piece from the bottom in this manner. The holes to be connected to the normal formwork pieces in the formwork piece 6 for embedding the ramp can be arbitrarily selected according to the situation at the site.

本実施例においては、通常の型枠片5の連結孔
4aを150mm間隔で、タラツプ埋込用型枠片6の
連結孔4bを50mm間隔で設けたため、タラツプ埋
込用型枠片6の高さ調整を1/3間隔で微調整でき
タラツプの埋込位置の調整が一段と容易になつ
た。
In this embodiment, the connecting holes 4a of the regular formwork pieces 5 are provided at 150 mm intervals, and the connecting holes 4b of the ramp embedding formwork pieces 6 are provided at 50 mm intervals, so that the height of the ramp embedding formwork pieces 6 is The height adjustment can be finely adjusted in 1/3 intervals, making it even easier to adjust the embedding position of the ramp.

第2図及び第3図にはマンホールのタラツプ埋
込用型枠の1実施例を示した。6はタラツプ埋込
用型枠片であつて、本実施例においては高さ600
mmのものを用いた。周囲に約50mm幅の縦フランジ
2及び横フランジ3を設けた。縦フランジの連結
孔4bの間隔は実施例1の場合と同様である。8
は枠体であつて、コンクリート当接面は本図の裏
側であり、枠体8によつて囲まれた空間はコンク
リート当接面を底辺とする台形に近い形状であ
る。タラツプ9の脚部11を2つの片からなる挿
入体10で狭持し、枠体8にコンクリート当接面
から挿入すれば挿入体10は枠体8によつて形成
された空間と同形であるため密に嵌合し、タラツ
プ埋込用型枠片との間にほとんど段差を生じな
い。
FIGS. 2 and 3 show an embodiment of a formwork for embedding a manhole ramp. 6 is a formwork piece for embedding the ramp, and in this example, the height is 600 mm.
mm was used. A vertical flange 2 and a horizontal flange 3 each having a width of about 50 mm were provided around the periphery. The spacing between the connecting holes 4b in the vertical flange is the same as in the first embodiment. 8
is a frame body, and the concrete contact surface is the back side of the figure, and the space surrounded by the frame body 8 has a shape close to a trapezoid with the concrete contact surface as the base. If the legs 11 of the ramp 9 are held between the two pieces of the insert 10 and inserted into the frame 8 from the concrete contact surface, the insert 10 will have the same shape as the space formed by the frame 8. Therefore, it fits tightly and there is almost no difference in level between it and the formwork piece for embedding the ramp.

硬化後、脱型するときはUクリツプ、ボルト、
蝶ネジその他のフランジ結合手段をはずし型枠片
6をコンクリート面から移動させることになるた
め、挿入体10は枠体8から自然に離れ、枠体8
から離れた挿入体10は自然に2分し、タラツプ
9のみがコンクリート面に残る。
After curing, when removing the mold, use U clips, bolts,
Since the thumbscrews and other flange connection means are removed and the form piece 6 is moved from the concrete surface, the insert 10 naturally separates from the frame 8 and the frame 8
The insert 10 separated from the concrete surface naturally splits into two, leaving only the ramp 9 on the concrete surface.

本考案は上記のタラツプ埋込用型枠に限らず、
他のタラツプ埋込用型枠にも適用できる。
This invention is not limited to the above-mentioned formwork for embedding the ramp.
It can also be applied to other forms for embedding ramps.

〔考案の効果〕[Effect of idea]

本考案により、タラツプ埋込用の型枠を用いて
も最上段のタラツプの仕上がり水平面からの位置
の調整が容易になつた。
The present invention makes it easy to adjust the position of the topmost ramp from the finished horizontal surface even when using a formwork for embedding the ramp.

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

図面は本考案の実施例を示し、第1図は組立て
状態を示す斜視図、第2図は一部切欠きを有する
立面図、第3図は第2図の断面説明図である。 図面中、符号1は板状部、2は縦フランジ、3
は横フランジ、4は連結孔、5は通常の型枠片、
6はタラツプ埋込用型枠片、8は枠体、9はタラ
ツプ、10は挿入体、11はタラツプの脚部であ
る。
The drawings show an embodiment of the present invention, and FIG. 1 is a perspective view showing an assembled state, FIG. 2 is an elevational view with a partial cutout, and FIG. 3 is a cross-sectional explanatory view of FIG. 2. In the drawings, reference numeral 1 indicates a plate-shaped portion, 2 indicates a vertical flange, and 3
is a horizontal flange, 4 is a connecting hole, 5 is a normal formwork piece,
6 is a mold piece for embedding a ramp, 8 is a frame, 9 is a ramp, 10 is an insert, and 11 is a leg of the ramp.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 周辺に縦横のフランジを有する通常の型枠片と
タラツプ埋込用の型枠片とを各型枠片のフランジ
に穿設した連結孔により連結して組立てて使用す
る型枠において、通常の型枠片の連結孔間隔がタ
ラツプ埋込用型枠片のそれより整数倍大きいと共
に、タラツプ埋込用型枠片の横幅と同一又はこれ
より広い高さ調整板の下端に、通常の型枠片との
連結孔を有する2枚の縦フランジを、タラツプ埋
込用型枠片と同一幅になるように高さ調整板に対
し垂直方向に延出し、該縦フランジ上部に広い板
状部を残したタラツプ埋込用型枠片の高さ調整
具。
In a formwork that is used by assembling a normal formwork piece with vertical and horizontal flanges around its periphery and a formwork piece for embedding a ramp through connection holes drilled in the flanges of each formwork piece, the normal formwork The connecting hole interval of the frame piece is an integral number of times larger than that of the formwork piece for embedding a terrace, and a normal formwork piece is placed at the lower end of the height adjustment plate that is the same as or wider than the width of the formwork piece for embedding the terrace. Two vertical flanges each having a connecting hole are extended perpendicularly to the height adjustment plate so as to have the same width as the formwork piece for embedding the ramp, leaving a wide plate-like part at the top of the vertical flanges. Height adjustment tool for formwork pieces for embedding a ramp.
JP3253986U 1986-03-08 1986-03-08 Expired JPS6224671Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3253986U JPS6224671Y2 (en) 1986-03-08 1986-03-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3253986U JPS6224671Y2 (en) 1986-03-08 1986-03-08

Publications (2)

Publication Number Publication Date
JPS6231646U JPS6231646U (en) 1987-02-25
JPS6224671Y2 true JPS6224671Y2 (en) 1987-06-24

Family

ID=30839309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3253986U Expired JPS6224671Y2 (en) 1986-03-08 1986-03-08

Country Status (1)

Country Link
JP (1) JPS6224671Y2 (en)

Also Published As

Publication number Publication date
JPS6231646U (en) 1987-02-25

Similar Documents

Publication Publication Date Title
US8303210B2 (en) Method for constructing adjacent cast in place concrete slabs using a template for positioning pocket formers
CA2166364C (en) Outdoor structure such as gate post, gate wing or fence and method for constructing this
US5667200A (en) Concrete building block system
US20060249874A1 (en) Elongate body for forming profiles in a castable material
US4127352A (en) Placement and support system for strips in concrete
JPS6224671Y2 (en)
JPH0315605Y2 (en)
JPH0417726Y2 (en)
JPH037449Y2 (en)
JP3619301B2 (en) Retaining wall foundation block
JPH0340916Y2 (en)
KR0135882Y1 (en) Flat tie support
JPH0637160Y2 (en) Sleeve fixed hardware
JPH0332582Y2 (en)
JPH0524500Y2 (en)
JPH0442362Y2 (en)
JPS6323482Y2 (en)
JPS59420Y2 (en) Joint device for external wall material that also serves as formwork
JPS6217561Y2 (en)
JPS5817773Y2 (en) Prestressed concrete girder for road bridge
JPH053582Y2 (en)
JP3048152U (en) Aid for adjusting the level of the foundation
JPH0137052Y2 (en)
JPH0539154Y2 (en)
JPS583848Y2 (en) Prestressed concrete girder for road bridge