JPS5938608Y2 - Sleeves for through holes in concrete structures - Google Patents

Sleeves for through holes in concrete structures

Info

Publication number
JPS5938608Y2
JPS5938608Y2 JP4070080U JP4070080U JPS5938608Y2 JP S5938608 Y2 JPS5938608 Y2 JP S5938608Y2 JP 4070080 U JP4070080 U JP 4070080U JP 4070080 U JP4070080 U JP 4070080U JP S5938608 Y2 JPS5938608 Y2 JP S5938608Y2
Authority
JP
Japan
Prior art keywords
synthetic resin
sleeve
longitudinal direction
concrete structure
resin tube
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
JP4070080U
Other languages
Japanese (ja)
Other versions
JPS56143338U (en
Inventor
信次 小柴
Original Assignee
東洋化学株式会社
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 by 東洋化学株式会社 filed Critical 東洋化学株式会社
Priority to JP4070080U priority Critical patent/JPS5938608Y2/en
Publication of JPS56143338U publication Critical patent/JPS56143338U/ja
Application granted granted Critical
Publication of JPS5938608Y2 publication Critical patent/JPS5938608Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案はコンクリート構造体に貫通孔を設けるために使
用されるコンクリート構造体の貫通孔用スリーブに係る
ものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a through-hole sleeve for a concrete structure, which is used to provide a through-hole in a concrete structure.

コンクリート構造体に付帯工事として施工する給水、排
水、冷暖房、配線等の工事においてはコンクリート構造
体の床、梁、壁体等を予め貫通させておくためのスリー
ブが必要とされる。
BACKGROUND ART In construction of water supply, drainage, heating and cooling, wiring, etc., which is performed as ancillary work on a concrete structure, a sleeve is required to penetrate the floor, beams, walls, etc. of the concrete structure in advance.

従来、この種スリーブとしては紙、合成樹脂、金属等を
素材とした円筒パイプをコンクリート型枠組立時に型枠
間に挿入しているが、型枠内に縦横に組立てられた鉄筋
または鉄骨等の間隙を通すため大径のスリーブは型枠の
固定線めの終らない間に挿入しておかなければならず、
しかも鉄筋または鉄骨等の組立てが終りコンクリート打
設までの短時間にスリーブの取付けを完了させなければ
ならない。
Conventionally, this type of sleeve is a cylindrical pipe made of paper, synthetic resin, metal, etc. that is inserted between concrete forms when assembling the form, but it is not possible to insert the sleeve between reinforcing bars or steel frames assembled vertically and horizontally within the form. In order to pass through the gap, the large diameter sleeve must be inserted between the fixed wires of the formwork, and
Moreover, the installation of the sleeve must be completed within a short period of time after the assembly of reinforcing bars or steel frames, etc. is completed and before the concrete is poured.

しかしながら、これらスリーブは構造上型枠に釘で取付
けるか鉄筋または鉄骨に針金で締結されていたため取付
作業が頗る煩雑なものとなっていた。
However, because these sleeves are structurally attached to the formwork with nails or fastened to reinforcing bars or steel frames with wire, the installation work is extremely complicated.

そこで、壁面に螺条な有し一端に7ランジを有する合成
樹脂管体の2片を他端部において摺動自在に嵌装してな
るスリーブが使用されるに至ったが取付は前後の作業の
性急さを伴なう欠点を有する等必ずしも満足するものと
は云えなかった。
Therefore, a sleeve has been used, which is made by fitting two pieces of synthetic resin pipe with threads on the wall surface and seven flanges on one end so that they can slide freely on the other end, but the installation is a process before and after. It could not be said that it was necessarily satisfactory, as it had the disadvantage of being too hasty.

本考案は上記に鑑み考案されたものであって、以下本考
案を図面に示す一実施例について説明すれば、第1図は
本案品の斜視図で、第2図は同上断面図で、第3図およ
び第4図は同上使用状態図を各々示すものであって、1
,1′は互いに摺動自在に嵌装し得る合成樹脂管体であ
り、2は合成樹脂管体1の周壁面に該周壁面の曲折によ
り断面へ状にして長手方向に走行する複数条の突条であ
って、周方向に対し所定間隔毎に形成されているもので
あり、3は合成樹脂管体1,1′の端に各々設けられた
フランジであり、4は断面A状からなる突条2の頂部に
形成された比較的小さい振幅および波長をもって長手方
向に走行する波状構造であって、嵌装された合成樹脂管
体1,1′の固定の用に供されるものであり、5は嵌装
に際し挿入される側の合成樹脂管体1の他端に形成され
た幕板であって、合成樹脂管体1,1′の補強の用に供
されるものであり、6は合成樹脂管体1,1わ周壁面に
長手方向や螺旋方向に対し適宜形成されるミシン目であ
って、施工後におけるスリーブの取外しの用に供される
ものである。
The present invention has been devised in view of the above, and an embodiment of the present invention shown in the drawings will be described below. Figure 1 is a perspective view of the proposed product, Figure 2 is a sectional view of the same, and Figure 2 is a sectional view of the same. 3 and 4 respectively show the usage state diagrams of the above, and 1
, 1' are synthetic resin tubes that can be slidably fitted into each other, and 2 is a plurality of strips formed on the circumferential wall of the synthetic resin tube 1 by bending the circumferential wall to form a cross section and running in the longitudinal direction. The ridges are formed at predetermined intervals in the circumferential direction, 3 is a flange provided at each end of the synthetic resin pipe bodies 1 and 1', and 4 has an A-shaped cross section. It is a wavy structure formed on the top of the protrusion 2 that runs in the longitudinal direction with a relatively small amplitude and wavelength, and is used for fixing the fitted synthetic resin pipes 1 and 1'. , 5 is a curtain plate formed at the other end of the synthetic resin tube 1 on the side to be inserted during fitting, and is used for reinforcing the synthetic resin tubes 1 and 1'; Perforations are appropriately formed on the peripheral wall surface of the synthetic resin tube bodies 1, 1 in the longitudinal direction or the helical direction, and are used for removing the sleeve after construction.

以上より明らかなように、本考案は一端にフランジを有
する合成樹脂管体の2片を他端部において摺動自在に嵌
装してなるものにおいて、合成樹脂管体1,1′の周壁
面に該周壁面の曲折により断面へ状にして長手方向に走
行する複数条の突条2を周方向に対し所定間隔をもって
形成せしめてなる構成よりなるため、施工に際しては第
3図および第4図に示すように合成樹脂管体1,1わ摺
動により嵌装度合を調整して所定長さとなしたスリーブ
をコンクリート型枠に密着させ所定の位置を確保するた
めにフランジ3を釘着してコンクリートを打設するもの
であり、一方コンクリートの固着後においては型枠を取
外しフランジ30部分を引抜くことによりコンクリート
構造体と剥離し貫通孔が形成されるものである。
As is clear from the above, the present invention is constructed by fitting two pieces of a synthetic resin tube having a flange at one end so as to be slidable at the other end. 3 and 4. Since the structure is such that a plurality of protrusions 2 are formed at predetermined intervals in the circumferential direction by bending the peripheral wall surface to form a cross section and running in the longitudinal direction. As shown in the figure, the degree of fitting is adjusted by sliding the synthetic resin pipes 1, 1, and the sleeve is made to a predetermined length.The sleeve is brought into close contact with the concrete formwork, and the flange 3 is nailed to secure the predetermined position. Concrete is placed therein, and after the concrete has set, the formwork is removed and the flange 30 is pulled out to separate it from the concrete structure and form a through hole.

而して、本考案コンクリート構造体の貫通孔用スリーブ
は長手方向に走行する複数条の突条の形成によりスリー
ブの長さ調整や取外しを瞬時に行なうことができるため
取付は前後の作業が頗る簡便化ならしめられ、更にほこ
の突条に合成樹脂管体の小口の幕板が相俟って優れた扁
平強度を呈するためコンクリートの打設に伴なう変形も
合せ解消せしめられるものである。
Therefore, the sleeve for through holes in the concrete structure of the present invention has multiple protrusions running in the longitudinal direction, so that the length of the sleeve can be adjusted and removed instantly, so installation requires a lot of back and forth work. It has been simplified and furthermore, the ridges on the cheekbones and the edge panels of the synthetic resin tubes combine to provide excellent flat strength, which eliminates deformation caused by concrete pouring. .

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

第1図は本案品の斜視図、第2図は同上断面図、第3図
および第4図は同上使用状態図を示すものである。 i、i’−・・・・・合成樹脂管体、2・・・・・・突
条、3・・・・・・7ランジ、4・・・・・・波状構造
FIG. 1 is a perspective view of the product, FIG. 2 is a sectional view of the same, and FIGS. 3 and 4 are views of the product in use. i, i'-...Synthetic resin tube body, 2...Protrusions, 3...7 langes, 4... Wave-like structure.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)一端にフランジを有する合成樹脂管体の三片を他
端部において摺動自在に嵌装してなるものにおいて、合
成樹脂管体の周壁面に該周壁面の曲折により断面A状に
して長手方向に走行する複数条の突条を周方向に対し所
定間隔をもって形成せしめてなるコンクリート構造体の
貫通孔用スリーブ。
(1) In a product in which three pieces of a synthetic resin tube having a flange at one end are slidably fitted at the other end, the circumferential wall of the synthetic resin tube is bent to form an A-shaped cross section. A sleeve for a through hole in a concrete structure, which is formed by forming a plurality of protrusions running in the longitudinal direction at predetermined intervals in the circumferential direction.
(2)断面A状か吹る突条の頂部が比較的小包・振幅お
よび波長をもって長手方向に走行する波状構造である実
用新案登録請求の範囲第1項記載のコンクリート構造体
の貫通孔用スリーブ。
(2) A sleeve for a through-hole in a concrete structure according to claim 1, which has a wavy structure in which the apex of the protruding ridges having an A-shaped cross section runs in the longitudinal direction with a relatively small amplitude and wavelength. .
JP4070080U 1980-03-27 1980-03-27 Sleeves for through holes in concrete structures Expired JPS5938608Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4070080U JPS5938608Y2 (en) 1980-03-27 1980-03-27 Sleeves for through holes in concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4070080U JPS5938608Y2 (en) 1980-03-27 1980-03-27 Sleeves for through holes in concrete structures

Publications (2)

Publication Number Publication Date
JPS56143338U JPS56143338U (en) 1981-10-29
JPS5938608Y2 true JPS5938608Y2 (en) 1984-10-27

Family

ID=29636096

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4070080U Expired JPS5938608Y2 (en) 1980-03-27 1980-03-27 Sleeves for through holes in concrete structures

Country Status (1)

Country Link
JP (1) JPS5938608Y2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6036206U (en) * 1983-08-20 1985-03-13 東海ゴム工業株式会社 Cutting die for horizontal tightening holes in concrete girders
JP3413061B2 (en) * 1997-05-15 2003-06-03 株式会社エーアンドエーマテリアル Fireproof sleeve and method of manufacturing the same
JP2001027367A (en) * 1999-07-14 2001-01-30 Furukawa Techno Material Co Ltd Fire prevention processing member for fireproofing section through part
KR20030045727A (en) * 2003-05-06 2003-06-11 김하용 The pipe sleeve had the heigh-control function
KR100762012B1 (en) 2006-11-03 2007-09-28 정종태 Length variable pipe protect sleeve
KR200451427Y1 (en) 2010-04-22 2010-12-14 (주)유넷트코리아 Arrangement pipe fixing device for fire prevention

Also Published As

Publication number Publication date
JPS56143338U (en) 1981-10-29

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