JPS6231553Y2 - - Google Patents

Info

Publication number
JPS6231553Y2
JPS6231553Y2 JP18372182U JP18372182U JPS6231553Y2 JP S6231553 Y2 JPS6231553 Y2 JP S6231553Y2 JP 18372182 U JP18372182 U JP 18372182U JP 18372182 U JP18372182 U JP 18372182U JP S6231553 Y2 JPS6231553 Y2 JP S6231553Y2
Authority
JP
Japan
Prior art keywords
sleeve
pair
members
foundation
support
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
JP18372182U
Other languages
Japanese (ja)
Other versions
JPS5990214U (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 JP18372182U priority Critical patent/JPS5990214U/en
Publication of JPS5990214U publication Critical patent/JPS5990214U/en
Application granted granted Critical
Publication of JPS6231553Y2 publication Critical patent/JPS6231553Y2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Foundations (AREA)

Description

【考案の詳細な説明】 この考案は、基礎配管用スリーブの支持装置に
係り、特に型枠が鋼鉄製である場合に好適なスリ
ーブ支持装置に関する。
[Detailed Description of the Invention] This invention relates to a supporting device for a sleeve for foundation piping, and particularly to a sleeve supporting device suitable for cases where the formwork is made of steel.

従来、基礎配管用スリーブを鋼鉄製型枠に配設
する場合には、釘打ち等による固定ができないの
で、基礎に埋設される鉄筋に針金等を介して上記
スリーブを強固に固定しているのが現状である。
Conventionally, when installing sleeves for foundation piping in steel formwork, it was not possible to fix them by nailing, etc., so the sleeves were firmly fixed to the reinforcing bars buried in the foundation using wires, etc. is the current situation.

しかしながら、かかる従来の固定構造にあつて
は、コンクリート打設固化後、上記スリーブを抜
出した場合、補強部材たる鉄筋が上記スリーブに
より形成された配管用透孔内に露呈してしまうの
で発錆し易く、強度的に多くの問題を有し、これ
を解決するためには、各鉄筋に防錆処理を施こし
たり或いは露出部を後からモルタルで覆う等しな
ければならず、その作業が煩雑である他、コスト
が嵩むという問題を有していた。
However, in such conventional fixed structures, when the sleeve is removed after concrete is poured and hardened, the reinforcing bars, which are reinforcing members, are exposed in the piping holes formed by the sleeve, causing rust. In order to solve these problems, it is necessary to apply anti-rust treatment to each reinforcing steel or cover the exposed parts with mortar afterwards, which is a complicated process. In addition to this, there was a problem of increased costs.

この考案は、かかる現状に鑑み案出されたもの
であつて、その目的とするところは、基礎配管用
透孔を形成するスリーブを、鉄筋を利用すること
なく容易かつ確実に配設することができる構成簡
易にして取扱いも容易なスリーブ支持装置を提供
しようとするものである。
This invention was devised in view of the current situation, and its purpose is to easily and reliably install the sleeve that forms the through hole for foundation piping without using reinforcing steel. It is an object of the present invention to provide a sleeve support device that has a simple structure and is easy to handle.

かかる目的を達成するため、この考案にあつて
は、スリーブ支持装置を、相対向して立設された
一対の型枠の上面に跨設される一対の支持部材
と、該一対の支持部材に固定具を介して着脱可能
に装着されてなるL字形の抱持部材とから構成
し、この抱持部材の固定側片部には、該抱持部材
の高さ調節用長溝を穿設して形成したものであ
る。
In order to achieve this purpose, in this invention, the sleeve support device is provided with a pair of support members installed across the upper surfaces of a pair of formworks erected opposite each other, and a pair of support members installed on the pair of support members. It consists of an L-shaped holding member that is detachably attached via a fixture, and a long groove for adjusting the height of the holding member is bored in the fixed side of the holding member. It was formed.

以下、添付図面に示す実施例にもとづき、この
考案を詳細に説明する。
This invention will be described in detail below based on embodiments shown in the accompanying drawings.

この実施例に係るスリーブ支持装置1は、第1
図に示すように、相対向して立設された一対の型
枠2,3の上面に跨設される一対の支持部材4,
4と、この一対の支持部材4,4に固定具たるね
じ5を介して着脱可能に装着されてなるL字形の
抱持部材6,7とから構成されている。
The sleeve support device 1 according to this embodiment has a first
As shown in the figure, a pair of support members 4 are installed across the upper surfaces of a pair of formworks 2 and 3 that are erected to face each other,
4, and L-shaped holding members 6, 7 which are removably attached to the pair of support members 4, 4 via screws 5 serving as fixtures.

一対の支持部材4,4は、型枠2,3の上面に
載置される固定部4a,4aと、この固定部4
a,4aより上方へ折曲形成されてなる立ち上が
り部4b,4bと、この立ち上がり部4b,4b
より水平方向へと延設されてなる水平部4c,4
cと、この水平部4c,4cの相対向する一側端
部より所定間隔を隔てて延設されてなる各一対の
横倒L字形に形成された支持片部4e,4eとか
ら構成されており、この支持片部4e,4eの垂
直面部にはねじ孔4d,4dが穿孔されている。
The pair of supporting members 4, 4 include fixing parts 4a, 4a placed on the upper surfaces of the formworks 2, 3, and the fixing parts 4,
Rising portions 4b, 4b formed by bending upward from a, 4a, and these rising portions 4b, 4b.
Horizontal portions 4c, 4 extending further in the horizontal direction
c, and a pair of support pieces 4e, 4e each formed in a horizontally L-shape and extending at a predetermined distance from one side end of the horizontal parts 4c, 4c facing each other. Screw holes 4d, 4d are bored in the vertical surfaces of the support pieces 4e, 4e.

次に、抱持部材6,7は、高さ調節用の長溝8
が穿設されてなる固定側片部6a,7aと、この
固定側片部6a,7aの下端より水平方向に折曲
形成されてなる棚片部6b,7bとでL字形に成
形されており、しかもこの棚片部6bと7bは、
一方の棚片部7bの方が他方の棚片部6bよりも
長く形成されている。また上記長溝8は、特に第
2図に示すように、浮き上がり防止用の押板9の
挿着用溝8aがスライド溝8bの幅寸法より広幅
に形成され、かつこの挿着用溝8aはスライド溝
8bの長手方向に沿つて所定間隔毎に開設されて
いる。尚、抱持部材6,7表面には防錆処理が施
こされている。
Next, the holding members 6 and 7 have long grooves 8 for height adjustment.
It is formed into an L-shape by fixed side pieces 6a, 7a formed with perforations, and shelf pieces 6b, 7b formed by bending horizontally from the lower ends of these fixed side pieces 6a, 7a. , and these shelf pieces 6b and 7b are
One shelf piece 7b is formed longer than the other shelf piece 6b. In addition, as shown in FIG. 2, in the long groove 8, a groove 8a for inserting the push plate 9 for preventing lifting is formed wider than the width of the slide groove 8b, and the groove 8a for inserting is wider than the width of the slide groove 8b. They are opened at predetermined intervals along the longitudinal direction. Incidentally, the surfaces of the holding members 6 and 7 are subjected to anti-rust treatment.

次に、この実施例に係るスリーブ支持装置1を
用いて基礎配管用透孔を形成するスリーブ10
(図示の実施例では角形スリーブを例にとり説明
したが、円筒状スリーブ等でもよいことは勿論で
ある。)を型枠2,3間に配設する手順について
説明する。先ず、抱持部材6,7を夫々対面した
状態でねじ5を介して支持部材4,4の支持片部
4e,4eに固着する。この場合、各抱持部材
6,7は、上記スリーブ10を配設しようとする
高さに設置されるようスライド溝8bに沿つて上
下方向に摺動調節される。尚、上記ねじ5の頭部
がスライド溝8bの幅寸法より大きい場合は、ワ
ツシヤ11は必要ないが、小さい場合にはワツシ
ヤ11を第1図に示すように配設することにより
固定を確実にすることができる。
Next, a sleeve 10 for forming a through hole for foundation piping using the sleeve support device 1 according to this embodiment.
(In the illustrated embodiment, a rectangular sleeve is used as an example, but it goes without saying that a cylindrical sleeve or the like may also be used.) A procedure for disposing the sleeve between the forms 2 and 3 will be described. First, the holding members 6 and 7 are fixed to the support pieces 4e and 4e of the support members 4 and 4 via the screws 5 while facing each other. In this case, each holding member 6, 7 is slidably adjusted in the vertical direction along the slide groove 8b so that the sleeve 10 is installed at a desired height. Note that if the head of the screw 5 is larger than the width of the slide groove 8b, the washer 11 is not necessary, but if it is smaller, the washer 11 can be arranged as shown in FIG. 1 to ensure secure fixation. can do.

このように抱持部材6,7をスリーブ10が棚
片部6b,7b上に載置され抱持されるような形
で支持部材4,4に固着した後、今度は支持部材
4,4をスリーブ10の幅寸法に合わせて型枠
2,3の上面に載置し、次に、第1図に示すよう
に、側面略コ字状に形成された固定具12を介し
て支持部材4,4の固定部4a,4aを型枠2,
3に挾持固着し、固定具12のねじを緊締して支
持部材4,4を型枠2,3に強固に固定する。こ
のようにして型枠2,3間にスリーブ支持装置1
を装着した後、スリーブ10を抱持部材6,7間
に載置し、この後第3図に示すようにスリーブ1
0上面に架設されるよう押板9を挿着用溝8aに
挿着し、コンクリート打設時にスリーブ10が浮
き上がらないよう位置を固定する。そして、次に
コンクリートを型枠2,3間に打設し固化した
後、固定具12とねじ5をゆるめて支持部材4,
4を型枠2,3上から取り外すと、第4図に示す
ように、抱持部材6,7の固定側片部6a,7a
の上端部がコンクリート基礎13の上面より突出
した状態で取り残こされるので、これを折曲して
コンクリート基礎13上面に接合させる。この時
コンクリート基礎13上面に予じめ凹溝を形成し
ておけば、該折曲部が凹溝に嵌装されるので、コ
ンクリート基礎13の一般面と同一平面にセツト
することができる。また、該突出部は切断しても
よい。
After the holding members 6, 7 are fixed to the supporting members 4, 4 in such a manner that the sleeve 10 is placed and held on the shelf pieces 6b, 7b, the supporting members 4, 4 are then fixed. The sleeve 10 is placed on the upper surface of the molds 2 and 3 according to its width dimension, and then, as shown in FIG. The fixing parts 4a, 4a of 4 are attached to the formwork 2,
3, and tighten the screws of the fixture 12 to firmly fix the supporting members 4, 4 to the formworks 2, 3. In this way, the sleeve support device 1 is placed between the formworks 2 and 3.
After attaching the sleeve 10, the sleeve 10 is placed between the holding members 6 and 7, and then the sleeve 10 is placed between the holding members 6 and 7 as shown in FIG.
A push plate 9 is inserted into the insertion groove 8a so as to be installed on the upper surface of the sleeve 10, and the position is fixed so that the sleeve 10 does not come up when concrete is poured. Then, after pouring concrete between the formworks 2 and 3 and solidifying it, loosen the fixtures 12 and screws 5, and
4 is removed from the formworks 2, 3, the fixed side pieces 6a, 7a of the holding members 6, 7 are removed as shown in FIG.
Since the upper end is left behind in a state protruding from the upper surface of the concrete foundation 13, it is bent and joined to the upper surface of the concrete foundation 13. At this time, if a concave groove is previously formed on the upper surface of the concrete foundation 13, the bent portion will be fitted into the concave groove, so that it can be set on the same plane as the general surface of the concrete foundation 13. Further, the protrusion may be cut.

それ故、この実施例にあつては、基礎配管用ス
リーブ10を鉄筋を利用することなく配設できる
ので、コンクリート基礎13の強度が劣化する虞
れが全く生ぜず、しかも抱持部材6,7はそのま
まコンクリート基礎13内に埋設されているので
補強部材として作用して強度が向上するととも
に、スリーブ10を抜出後、上記抱持部材6,7
は基礎配管用透孔(図示せず)内に露呈すること
となるが、該抱持部材6,7には防錆処理が施こ
されているので強度が劣化することもない他、ス
リーブ支持装置1はその構成が簡易なので、その
組付作業が容易であり、かつ低廉に製造できると
いう効果を奏する。また、この実施例にあつて
は、押板9を用いてスリーブ10の浮き上がりを
防止できるので基礎配管用透孔を所望位置に確実
に形成できる。
Therefore, in this embodiment, the foundation piping sleeve 10 can be installed without using reinforcing steel, so there is no risk of deterioration of the strength of the concrete foundation 13, and moreover, the supporting members 6, 7 Since it is buried in the concrete foundation 13 as it is, it acts as a reinforcing member and the strength is improved.
will be exposed in the foundation piping through-hole (not shown), but since the holding members 6 and 7 have been subjected to rust prevention treatment, their strength will not deteriorate, and the sleeve support Since the device 1 has a simple configuration, it is easy to assemble and can be manufactured at low cost. Further, in this embodiment, since the sleeve 10 can be prevented from lifting up using the push plate 9, the through hole for the foundation piping can be reliably formed at a desired position.

尚、上記実施例では、抱持部材6,7を鋼で製
作した場合を例にとり説明したが、この考案にあ
つては、抱持部材6,7を耐食性に富む合成樹脂
で形成できること勿論である。
In the above embodiment, the case where the holding members 6 and 7 were made of steel was explained as an example, but in this invention, it is of course possible to make the holding members 6 and 7 from a synthetic resin having high corrosion resistance. be.

この考案は、以上のように構成したので、基礎
配管用透孔を形成するスリーブを、鉄筋を利用す
ることなく容易かつ確実に配設することができ、
しかも構成が簡易なのでコストが嵩ばらず、かつ
組付作業も容易である。
Since this invention is configured as described above, the sleeve that forms the through hole for foundation piping can be easily and reliably installed without using reinforcing bars.
Moreover, since the structure is simple, the cost is not increased and the assembly work is easy.

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

図面はこの考案の一実施例に係るスリーブ支持
装置を示すものであつて、第1図は同装置の構成
を分解して示す斜視図、第2図は抱持部材の長溝
形状を示す説明図、第3図は同装置をセツテイン
グした状態を示す説明図、第4図はスリーブを基
礎に埋設した状態を示す断面図である。 1……スリーブ支持装置、2,3……型枠、
4,4……支持部材、5……固定具(ねじ)、
6,7………抱持部材、6a,7a……固定側片
部、8……長溝。
The drawings show a sleeve support device according to an embodiment of the invention, in which FIG. 1 is an exploded perspective view of the structure of the device, and FIG. 2 is an explanatory view showing the long groove shape of the holding member. 3 is an explanatory view showing the device in a set state, and FIG. 4 is a sectional view showing the state in which the sleeve is buried in the foundation. 1... Sleeve support device, 2, 3... Formwork,
4, 4... Support member, 5... Fixture (screw),
6, 7...Holding member, 6a, 7a...Fixed side piece, 8...Long groove.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 相対向して立設された一対の型枠の上面に跨設
される一対の支持部材と、該一対の支持部材に固
定具を介して着脱可能に装着されてなるL字形の
抱持部材とからなり、この抱持部材の固定側片部
には長溝が穿設されていることを特徴とするスリ
ーブ支持装置。
a pair of support members installed across the upper surfaces of a pair of formworks erected opposite each other; and an L-shaped holding member detachably attached to the pair of support members via a fixture. A sleeve support device comprising: a long groove formed in the fixed side piece of the holding member.
JP18372182U 1982-12-06 1982-12-06 Sleeve support device Granted JPS5990214U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18372182U JPS5990214U (en) 1982-12-06 1982-12-06 Sleeve support device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18372182U JPS5990214U (en) 1982-12-06 1982-12-06 Sleeve support device

Publications (2)

Publication Number Publication Date
JPS5990214U JPS5990214U (en) 1984-06-19
JPS6231553Y2 true JPS6231553Y2 (en) 1987-08-13

Family

ID=30397548

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18372182U Granted JPS5990214U (en) 1982-12-06 1982-12-06 Sleeve support device

Country Status (1)

Country Link
JP (1) JPS5990214U (en)

Also Published As

Publication number Publication date
JPS5990214U (en) 1984-06-19

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