JPH0352918Y2 - - Google Patents

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Publication number
JPH0352918Y2
JPH0352918Y2 JP13222786U JP13222786U JPH0352918Y2 JP H0352918 Y2 JPH0352918 Y2 JP H0352918Y2 JP 13222786 U JP13222786 U JP 13222786U JP 13222786 U JP13222786 U JP 13222786U JP H0352918 Y2 JPH0352918 Y2 JP H0352918Y2
Authority
JP
Japan
Prior art keywords
formwork
bending
bent
sides
gate
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
JP13222786U
Other languages
Japanese (ja)
Other versions
JPS6337754U (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 JP13222786U priority Critical patent/JPH0352918Y2/ja
Publication of JPS6337754U publication Critical patent/JPS6337754U/ja
Application granted granted Critical
Publication of JPH0352918Y2 publication Critical patent/JPH0352918Y2/ja
Expired legal-status Critical Current

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  • 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> この考案は、ヒユーム管等の敷設管体に巻コン
クリートを打設するために使用する敷設管体巻コ
ンクリート用型枠装置に関する。
[Detailed Description of the Invention] <Industrial Field of Application> This invention relates to a formwork device for concrete wrapping around a laying pipe, which is used for placing rolled concrete onto a laying pipe such as a humid pipe.

<従来の技術> 従来より、敷設管体巻コンクリート用型枠装置
としては第4図に示すものが知られている。この
敷設管体巻コンクリート用型枠装置は、栗石S上
の据え付け枕1の上に載置されたヒユーム管2の
両側に、板状の型枠3を立設し、この型枠3の外
側に桟木6を固定し、この桟木6を、地盤Eに固
定した複数の切梁5により斜め方向から支持する
ようにしている。
<Prior Art> Conventionally, the type shown in FIG. 4 has been known as a formwork device for laying pipe-wrapped concrete. This formwork device for laying pipe-wrapped concrete has a plate-shaped formwork 3 erected on both sides of a humid pipe 2 placed on an installation pillow 1 on a chestnut stone S, and outside of this formwork 3. A crosspiece 6 is fixed to the ground E, and the crosspiece 6 is supported diagonally by a plurality of struts 5 fixed to the ground E.

<考案が解決しようとする問題点> しかしながら、上記従来の敷設管体巻コンクリ
ート用型枠装置は、ヒユーム管2の両側の板状の
型枠3,3間の距離を一定にするために、型枠
3,3間の距離を測定して、型枠3,3の位置決
めをする必要があり、面倒である。さらに、上記
板状の型枠3を支持するために桟木6および複数
の切梁5を用いなければならないので、型枠3の
組み立ておよび取り外し作業は工程が複雑にな
り、手間がかかつて非能率的であつた。また、ヒ
ユーム管2と型枠3,3との間の狭い間隙からコ
ンクリートを打設するため、シユートを正確に位
置決めしなければならず、コンクリートの打設に
時間がかかるという問題があつた。
<Problems to be Solved by the Invention> However, in the above-mentioned conventional formwork device for laying pipe-wrapped concrete, in order to keep the distance between the plate-shaped formworks 3, 3 on both sides of the humid pipe 2 constant, It is necessary to measure the distance between the formworks 3, 3 and position the formworks 3, 3, which is troublesome. Furthermore, since it is necessary to use the crosspieces 6 and a plurality of struts 5 to support the plate-shaped formwork 3, the process for assembling and disassembling the formwork 3 becomes complicated, time-consuming, and inefficient. It was spot on. Furthermore, since concrete is poured through a narrow gap between the humid pipe 2 and the forms 3, 3, the chute must be positioned accurately, resulting in the problem that it takes time to pour concrete.

そこで、この考案の目的は、組み立ておよび取
り外しが容易、迅速にでき、しかも、コンクリー
トを容易、迅速に打設できる作業性のよい敷設管
体巻コンクリート用型枠装置を提供することにあ
る。
Therefore, an object of this invention is to provide a formwork device for laying pipe-wrapped concrete that can be easily and quickly assembled and disassembled, and has good workability and can cast concrete easily and quickly.

<問題点を解決するための手段> 上記目的を達成するため、この考案の敷設管体
巻コンクリート用型枠装置は、敷設管体の両側に
配置され、先端を斜め上方に向けて屈折した屈折
部と垂直部とからなり、屈折部に垂直方向に貫通
する孔を有する断面く字状の屈折型枠と、上記敷
設管体の両側の屈折型枠の屈折部の孔に両側の柱
部を挿通して屈折型枠を固定する門型の杭とから
なることを特徴としている。
<Means for Solving the Problems> In order to achieve the above object, the concrete forming device for laying pipes of this invention is arranged on both sides of the laying pipe, and has bent ends bent diagonally upward. A bending formwork having a dogleg-shaped cross section and having a hole penetrating vertically through the bending part, and a columnar part on both sides inserted into the hole in the bending part of the bending formwork on both sides of the laying pipe body. It is characterized by consisting of a gate-shaped stake that is inserted through and fixes the bent formwork.

<作用> 敷設管体の両側に屈折型枠を配置し、その両屈
折型枠の屈折部の孔に門型の杭の柱部をそれぞれ
挿通して地盤内に打ち込むと、この門型の杭の梁
部により両屈折型枠間の距離が一定に設定される
と同時に、屈折型枠が固定される。また、上記門
型の杭を引き抜くと、敷設管体両側の屈折型枠は
一度に取り外される。また、上記屈折型枠内に敷
設管体の巻コンクリートを打設する際には、上方
に屈折した屈折部がシユートの役目をして、コン
クリートはこの屈折部の上面を伝つて下方に落下
し、垂直部の内側に迅速かつ容易に打設される。
<Function> If bent formwork is placed on both sides of the laying pipe body, and the columns of the gate-shaped piles are inserted into the holes of the bent parts of both bent formworks and driven into the ground, the gate-shaped piles The distance between both refracting forms is set constant by the beam part, and at the same time, the refractive forms are fixed. Furthermore, when the gate-shaped pile is pulled out, the bent forms on both sides of the laying tube are removed at once. In addition, when pouring the rolled concrete of the laying pipe into the above-mentioned bent formwork, the bent part bent upward acts as a chute, and the concrete falls downward along the upper surface of this bent part. , is quickly and easily cast inside the vertical section.

<実施例> 以下、本考案を図示の実施例により詳細に説明
する。
<Example> Hereinafter, the present invention will be explained in detail with reference to the illustrated example.

第1,2図において、2は栗石S上の第3図に
示す据え付け枕1上に載置された敷設管体の一例
としてのヒユーム管、10,10は上記ヒユーム
管2の両側に配置され、先端が斜め上方に向けて
屈折した屈折部10aと垂直部10bとからなる
断面く字状の屈折型枠で、上記垂直部10bの近
傍の屈折部10aには、垂直方向に貫通する複数
の丸孔11,11,11をヒユーム管2の軸方向
に沿つて互いに所定間隔をあけて設けている。上
記垂直部10bの下端部に、丸孔11に対応する
位置に孔17を有するサイドアングル16を固定
している。
In Figs. 1 and 2, numeral 2 denotes a humid pipe as an example of a laying pipe placed on the installation pillow 1 shown in Fig. 3 on Kuriteki S, and numerals 10 and 10 are arranged on both sides of the humid pipe 2. , is a refraction formwork having a dogleg shape in cross section and consisting of a refraction part 10a whose tip is bent diagonally upward and a vertical part 10b, and the refraction part 10a near the vertical part 10b has a plurality of vertically penetrating parts. Round holes 11, 11, 11 are provided along the axial direction of the hume tube 2 at predetermined intervals. A side angle 16 having a hole 17 at a position corresponding to the round hole 11 is fixed to the lower end of the vertical portion 10b.

12は互いに平行な2本の柱部12a,12a
と梁部12bと筋かい15,15とからなる門型
の杭である。そして、この門型の杭12の柱部1
2a,12aを上記両屈折型枠10,10の屈折
部10a,10aの1対の丸孔11,11に垂直
下方向に挿通し、続いて、垂直部10bの下端部
に固定したサイドアングル16,16の丸孔1
7,17に挿通して地盤E内に打ち込んで、上記
屈折型枠10,10を上記ヒユーム管2の両側に
固定している。
12 is two mutually parallel pillar parts 12a, 12a
This is a gate-shaped pile consisting of a beam portion 12b and braces 15, 15. The column part 1 of this gate-shaped pile 12
2a, 12a are inserted vertically downward into the pair of round holes 11, 11 of the bending parts 10a, 10a of the double bending formworks 10, 10, and then the side angle 16 is fixed to the lower end of the vertical part 10b. , 16 round holes 1
7 and 17 and driven into the ground E to fix the bending forms 10 and 10 on both sides of the hume pipe 2.

このように、この巻コンクリート用型枠は門型
の杭12を用いて屈折型枠10を固定するので、
門型の杭12の梁部12bの長さによつて、屈折
型枠10,10間の距離が自然に定まり、従来の
ように一々型枠間の距離を測定する必要がなくな
つて、作業の能率化が図れる。
In this way, this formwork for rolled concrete uses gate-shaped piles 12 to fix the bending formwork 10, so
The distance between the bending formworks 10, 10 is naturally determined by the length of the beam part 12b of the gate-shaped pile 12, and there is no need to measure the distance between the formworks one by one as in the past. efficiency can be achieved.

また、この巻コンクリート用型枠は、門型の杭
12の梁部12bの両端に両柱部12a,12a
を固定しているので、従来のように別体の切梁を
必要としない。そして、屈折型枠10は、屈折部
10aの丸孔11に門型の杭12の柱部12aを
挿通して地盤内に打ち込むだけで、ヒユーム管2
の両側に一度に固定することができ、同様に、門
型の杭12を引き抜くだけで、一度にヒユーム管
2の両側の屈折型枠10,10を取り外すことが
できるので、作業工程が減少して、型枠の組み立
ておよび取り外し作業のスピードアツプが図れ
る。
Moreover, this formwork for rolled concrete has both column parts 12a, 12a at both ends of the beam part 12b of the gate-shaped pile 12.
is fixed, so there is no need for a separate strut like in the past. The bending formwork 10 can be assembled by simply inserting the column part 12a of the gate-shaped pile 12 into the round hole 11 of the bending part 10a and driving it into the ground.
Similarly, by simply pulling out the gate-shaped pile 12, the bending forms 10, 10 on both sides of the hump tube 2 can be removed at once, reducing the number of work steps. This speeds up the assembly and disassembly work of the formwork.

また、巻コンクリート20を上記屈折型枠1
0,10間に打設するときは、斜め上方に屈折し
た屈折部10a,10aがシユートの役目をする
ので、簡単、迅速にコンクリートを打設すること
ができる。
In addition, the rolled concrete 20 is placed in the bending formwork 1.
When concrete is poured between 0 and 10, the bent portions 10a and 10a bent diagonally upward serve as chute, so concrete can be poured easily and quickly.

上記実施例においては、門型の杭12に筋かい
15を取り付けたので、柱部12aと梁部12b
を強く結合できる。
In the above embodiment, since the brace 15 is attached to the gate-shaped pile 12, the column part 12a and the beam part 12b
can be strongly combined.

また、屈折型枠10の下端部に柱部12aを貫
通されるサイドアングル16を固定したので、屈
折型枠10を確実、強固に固定でき、また、サイ
ドアングル16を門型の杭12,12間を接続す
るように連続させれば、巻コンクリート20の打
設の際に、屈折型枠10の垂直部10bの下端部
が外側に拡張するのを防止することができる。
In addition, since the side angle 16 that passes through the column 12a is fixed to the lower end of the bending formwork 10, the bending formwork 10 can be fixed firmly and firmly. If they are continuous so as to connect between them, it is possible to prevent the lower end of the vertical portion 10b of the bending formwork 10 from expanding outward when the rolled concrete 20 is placed.

なお、上記実施例では、屈折部10aの孔は丸
孔であつたが、ヒユーム管2の軸方向の長孔にす
れば、それに門型の杭12を挿通しやすくなり、
また、杭12を抜く際に、それを長孔の方向に揺
さぶることができ、杭が抜き易くなる。
In addition, in the above embodiment, the hole of the bending part 10a was a round hole, but if it is made into a long hole in the axial direction of the hump tube 2, it will be easier to insert the gate-shaped pile 12 therein.
Moreover, when pulling out the pile 12, it can be swung in the direction of the elongated hole, making it easier to pull out the pile.

また、上記実施例では屈折部は垂直部と同じ長
さで連続しているが、垂直部に断続的に設けても
よい。
Further, in the above embodiment, the bending portion is continuous with the same length as the vertical portion, but it may be provided intermittently in the vertical portion.

<考案の効果> 以上の説明で明らかなように、この考案の敷設
管体巻コンクリート用型枠装置は、敷設管体の両
側に配置され、先端を斜め上方に向けて屈折した
屈折部と垂直部とからなり、屈折部に垂直方向に
貫通する孔を有する断面く字状の屈折型枠と、上
記敷設管体の両側の屈折型枠の屈折部の孔に両側
の柱部を挿通して屈折型枠を固定する門型の杭と
からなるので、屈折型枠間の距離が門型の杭によ
つて一定に定まり、位置決めが簡単に行える。ま
た、門型の杭の屈折型枠の屈折部の孔に打ち込む
だけで、一度に屈折型枠を敷設管体の両側に固定
することができ、同様に、その門型の杭を引き抜
くだけで屈折型枠を一度に取り外すことができる
ので、型枠の組み立て、取り外し作業の能率化を
達成できる。さらにまた、屈折型枠の屈折部がシ
ユートの役目をするので、コンクリートの打設が
簡単にしかも迅速に行えるという利点を有する。
<Effects of the invention> As is clear from the above explanation, the concrete formwork device for laying pipes of this invention is arranged on both sides of the laying pipe, and is perpendicular to the bending part whose tip is bent diagonally upward. A refraction formwork having a dogleg-shaped cross section and having a hole penetrating the refraction part in a vertical direction; and a refraction formwork on both sides of which the column parts are inserted into the holes in the refraction part of the refraction formwork on both sides of the laid pipe body. Since it consists of gate-shaped stakes that fix the bending forms, the distance between the bending forms is fixed by the gate-shaped stakes, and positioning can be easily performed. In addition, by simply driving the gate-shaped pile into the hole in the bent part of the bent formwork, the bent formwork can be fixed to both sides of the laid pipe body at once, and similarly, by simply pulling out the gate-shaped pile. Since the bending formwork can be removed at once, it is possible to streamline the work of assembling and removing the formwork. Furthermore, since the bent portion of the bent formwork serves as a chute, there is an advantage that concrete can be placed easily and quickly.

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

第1図は、この考案の一実施例の正面図、第2
図は第1図の−線断面図、第3図は敷設管体
の設置を説明する図、第4図は従来例の断面図で
ある。 2……ヒユーム管、10……屈折型枠、11…
…丸孔、12……門型の杭、15……筋かい、1
6……サイドアングル、17……孔、E……地
盤、S……栗石。
Figure 1 is a front view of one embodiment of this invention;
The drawings are a sectional view taken along the line -- in FIG. 1, FIG. 3 is a diagram illustrating the installation of the laying pipe, and FIG. 4 is a sectional view of a conventional example. 2... Huyum tube, 10... Refraction formwork, 11...
...Round hole, 12...Gate-shaped stake, 15...Brace, 1
6...Side angle, 17...hole, E...ground, S...kuristone.

Claims (1)

【実用新案登録請求の範囲】 敷設管体の両側に配置され、先端を斜め上方に
向けて屈折した屈折部と垂直部とからなり、屈折
部に垂直方向に貫通する孔を有する断面く字状の
屈折型枠と、 上記敷設管体の両側の屈折型枠の屈折部の孔に
両側の柱部を挿通して屈折型枠を固定する門型の
杭とからなる敷設管体巻コンクリート用型枠装
置。
[Claims for Utility Model Registration] Disposed on both sides of the laying pipe, consisting of a bent part with its tip bent diagonally upward and a vertical part, with a dogleg-shaped cross section having a hole penetrating the bent part in the vertical direction A mold for concrete wrapped around a laying pipe, which is made up of a bending formwork, and gate-shaped piles for fixing the bending formwork by inserting pillars on both sides into holes in the bending parts of the bending formwork on both sides of the laying pipe body. frame device.
JP13222786U 1986-08-28 1986-08-28 Expired JPH0352918Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13222786U JPH0352918Y2 (en) 1986-08-28 1986-08-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13222786U JPH0352918Y2 (en) 1986-08-28 1986-08-28

Publications (2)

Publication Number Publication Date
JPS6337754U JPS6337754U (en) 1988-03-11
JPH0352918Y2 true JPH0352918Y2 (en) 1991-11-18

Family

ID=31031412

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13222786U Expired JPH0352918Y2 (en) 1986-08-28 1986-08-28

Country Status (1)

Country Link
JP (1) JPH0352918Y2 (en)

Also Published As

Publication number Publication date
JPS6337754U (en) 1988-03-11

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