JPH09178255A - Connection method of duct and through sleeve used therefor - Google Patents

Connection method of duct and through sleeve used therefor

Info

Publication number
JPH09178255A
JPH09178255A JP34051695A JP34051695A JPH09178255A JP H09178255 A JPH09178255 A JP H09178255A JP 34051695 A JP34051695 A JP 34051695A JP 34051695 A JP34051695 A JP 34051695A JP H09178255 A JPH09178255 A JP H09178255A
Authority
JP
Japan
Prior art keywords
sleeve
mold
concrete
outer cylinder
frame
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.)
Pending
Application number
JP34051695A
Other languages
Japanese (ja)
Inventor
Takashi Moriya
隆 森谷
Fusayuki Mitsuhashi
總行 三ツ橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SANKO KOGYOSHO KK
Taikisha Ltd
Original Assignee
SANKO KOGYOSHO KK
Taikisha Ltd
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 SANKO KOGYOSHO KK, Taikisha Ltd filed Critical SANKO KOGYOSHO KK
Priority to JP34051695A priority Critical patent/JPH09178255A/en
Publication of JPH09178255A publication Critical patent/JPH09178255A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To significantly improve connection work efficiency by simply and easily connecting two ducts arranged isolatedly by a concrete body of a building through sleeve piercing the concrete body. SOLUTION: A through sleeve S which has connection sleeves 2 and 3 free to pull out or house at both end parts of a sleeve body 1 comprising a double cylinder of an inner cylinder 1i and an outer cylinder 1o is held on a reinforced frame Fr to be set in a formwork space. The inner and outer cylinders 1i and 1o of the sleeve body 1 are pulled out and fastened on die panels P1 and P2 and the sleeve body 1 is fixed piercing the concrete body Fc by casting concrete. Thereafter, the die panels P1 and P2 removed and ducts are connected separately to both ends of the connection sleeves 2 and 3.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、建築物の骨格を構成す
るコンクリート躯体の、床スラブ、梁、柱、壁等を隔て
て配設される一対のダクトを接続するための、ダクトの
接続方法およびその方法に直接使用する貫通スリーブに
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a duct connection for connecting a pair of ducts arranged in a concrete skeleton constituting a skeleton of a building with a floor slab, a beam, a column, a wall and the like separated from each other. A method and a penetrating sleeve for direct use in the method.

【0002】[0002]

【従来の技術】一般に建築物は、その骨格を構成するコ
ンクリート躯体の、床スラブ、梁、柱、壁等に貫通スリ
ーブを貫通して固定し、この貫通スリーブにより前記躯
体を隔てて配設される、空調、排煙用等の2本のダクト
を連通接続することが行なわれる。
2. Description of the Related Art In general, a building is fixed by penetrating a through sleeve to a floor slab, a beam, a pillar, a wall or the like of a concrete frame forming a skeleton of the building, and the through sleeve is arranged to separate the building body from each other. The two ducts for air conditioning, smoke exhaust, etc. are connected and connected.

【0003】ところで従来では、貫通スリーブを型枠空
間内に収容して、型枠パネルに固定した後、型枠空間へ
のコンクリートの打設によりコンクリート躯体に貫通ス
リーブを埋設固定し、次いでこの貫通スリーブよりも小
径で、長い接続スリーブを、この貫通スリーブを貫通さ
せ、この接続スリーブと貫通スリーブとの間の環状間隙
にモルタル、ロックウール等の充填材を充填して、この
接続スリーブを固定し、この接続スリーブの突出両端
に、コンクリート躯体の左右に配置される左右ダクトを
接続するようにしている。
By the way, conventionally, the through sleeve is housed in the formwork space and fixed to the formwork panel, and then the through sleeve is embedded and fixed in the concrete frame by placing concrete in the formwork space, and then this through A connecting sleeve with a diameter smaller than that of the sleeve and longer than that of the sleeve is passed through the through sleeve, and the annular gap between the connecting sleeve and the through sleeve is filled with a filling material such as mortar or rock wool to fix the connecting sleeve. The left and right ducts arranged on the left and right sides of the concrete skeleton are connected to the projecting ends of the connecting sleeve.

【0004】[0004]

【発明が解決しようとする課題】ところでかかる従来の
ダクトの接続方法では、貫通スリーブを型枠空間の適所
に正確にセットする作業が必要であり、その上貫通スリ
ーブの外に、それよりも小径で、かつ長い接続スリーブ
を必要とするばかりでなく、貫通スリーブと接続スリー
ブとの間に形成される環状の間隙にスリーブと接続スリ
ーブとの間の隙間に充填材を充填するための、充填作業
が必要になる。
By the way, in such a conventional duct connecting method, it is necessary to accurately set the penetrating sleeve in a proper position in the mold space, and the diameter of the penetrating sleeve is smaller than that of the penetrating sleeve. In addition to requiring a long and long connecting sleeve, a filling operation for filling the gap between the sleeve and the connecting sleeve in the annular gap formed between the penetrating sleeve and the connecting sleeve. Will be required.

【0005】ところが前記貫通スリーブのセット作業や
充填材の充填作業は人手に依存しているので、その作業
がきわめて厄介であり、その上、作業員の安全を確保す
る必要があり、さらに充填材の充填作業に際して、その
充填材がこぼれ落ちるので、その後の清掃作業も必要と
なり、全体として大幅なコスト増を招くという課題があ
る。
However, since the work of setting the through sleeve and the work of filling the filling material depend on human labor, the work is extremely troublesome, and it is necessary to ensure the safety of the worker. Since the filling material spills out during the filling work of (1), there is a problem that a subsequent cleaning work is required, which causes a large increase in cost as a whole.

【0006】本発明はかかる事情に鑑みてなされたもの
で、かかる従来の課題をすべて解決した新規なダクトの
接続方法およびその方法に直接使用する貫通スリーブを
提供することを目的とするものである。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a novel duct connecting method which solves all the problems of the prior art and a penetrating sleeve used directly in the method. .

【0007】[0007]

【課題を解決するための手段】前記目的達成のため、請
求項1記載の発明の特徴とするところは、建築物のコン
クリート躯体に、そこに貫通固定される貫通スリーブを
用いて、2本のダクトを貫通接続する、ダクトの接続方
法であって、枠組される鉄筋枠の適所に、内筒と、外筒
とを伸縮自在に嵌挿してなる、貫通スリーブの、スリー
ブ本体を、収縮状態で保持して、この鉄筋枠を、型枠の
型枠空間内に収容する工程と、前記スリーブ本体を伸長
して、内筒および外筒の開口端縁を、型枠の左右型パネ
ルの対向面に当接して固定する工程と、前記型枠空間に
コンクリートを打設した後、型枠を取り外す工程と、前
記内筒と、外筒の開口両端部に、コンクリート躯体の両
側の左右ダクトをそれぞれ接続する工程と、を含むこと
にある。
In order to achieve the above-mentioned object, a feature of the invention of claim 1 is that a concrete skeleton of a building is provided with two piercing sleeves which are pierced and fixed therein. A method for connecting a duct through a duct, wherein a sleeve body of a through-sleeve is formed in a contracted state by inserting an inner cylinder and an outer cylinder in a stretchable manner at appropriate positions of a frame of a reinforcing bar. A step of holding and housing this rebar frame in the mold space of the mold, and extending the sleeve main body so that the opening end edges of the inner cylinder and the outer cylinder are opposed to each other on the left and right mold panels of the mold. Affixing by contacting with, the step of removing the form after placing concrete in the form space, the inner cylinder and the opening ends of the outer cylinder, the left and right ducts on both sides of the concrete skeleton, respectively. And the step of connecting.

【0008】さらに前記目的達成のため、請求項2記載
の発明の特徴とするところは、建築物のコンクリート躯
体に貫通して固定され、その躯体を隔てて配設される2
本のダクトを接続するための貫通スリーブであって、内
筒と、外筒とを伸縮自在に嵌挿してなるスリーブ本体
と、該スリーブ本体の開口両端部に嵌挿される、一対の
接続スリーブとよりなり、前記内筒と、外筒の開口端縁
には、それを型枠の左右型パネルの対向面に当接して固
定するための、止め部材がそれぞれ設けられることにあ
る。
Further, in order to achieve the above-mentioned object, a feature of the invention of claim 2 is that it is fixed by penetrating into a concrete frame of a building, and is arranged with the frame separated.
A through-sleeve for connecting a duct of a book, comprising a sleeve body in which an inner cylinder and an outer cylinder are telescopically inserted, and a pair of connection sleeves inserted into both ends of the opening of the sleeve main body. The inner cylinder and the outer cylinder are respectively provided with stopper members at the opening end edges for abutting and fixing the inner cylinder and the outer cylinder on the facing surfaces of the left and right mold panels of the mold.

【0009】[0009]

【作用】複数本の鉄筋を枠組みしてなる、鉄筋枠の適所
に、一対の接続スリーブを格納状態とした貫通スリーブ
を収容して、この貫通スリーブのスリーブ本体を鉄筋枠
に保持し、この鉄筋枠をクレーン等の吊下機により吊り
下げて、型枠の型枠空間に降ろして固定し、このスリー
ブ本体の、両開口端縁を、型枠の相対峙する型パネルの
内面に対向させたのち、スリーブ本体の、内筒と外筒を
それぞれ格納位置から引出して伸長し、それらの開口端
縁を、型パネルの内面に当接させ、それらを左右の型パ
ネルに仮止めする。
[Function] A penetrating sleeve having a pair of connecting sleeves housed therein is housed in an appropriate position of the rebar frame formed by framing a plurality of rebars, and the sleeve body of the penetrating sleeve is held by the rebar frame. The frame was hung by a suspension machine such as a crane, and was lowered and fixed in the form space of the form, and both opening edges of this sleeve body were made to face the inner surface of the form panel facing the form frame. After that, the inner cylinder and the outer cylinder of the sleeve body are pulled out from the storage position and extended, and their opening end edges are brought into contact with the inner surface of the mold panel to temporarily fix them to the left and right mold panels.

【0010】その後、型枠空間にコンクリートを打設し
て、コンクリート躯体中に鉄筋枠と一体の貫通スリーブ
を、埋設固定する。
After that, concrete is poured into the mold space, and a penetration sleeve integral with the reinforcing bar frame is embedded and fixed in the concrete frame.

【0011】コンクリート躯体の構築後、型枠を取り除
けば、貫通スリーブは、コンクリート躯体に貫通固定さ
れ、その貫通スリーブの両端に、接続スリーブを介して
左右ダクトを接続する。
After the construction of the concrete skeleton, if the formwork is removed, the through sleeve is fixed through the concrete skeleton, and the left and right ducts are connected to both ends of the through sleeve through the connection sleeves.

【0012】[0012]

【発明の実施の形態】以下、図1〜6を参照して本発明
の実施例について説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to FIGS.

【0013】先ず、図1,2を参照してダクト接続方法
に直接使用される貫通スリーブの構造について説明する
に、図1は、貫通スリーブの斜視図、図2は、図1の2
−2線に沿う貫通スリーブの縦断面図である。
First, referring to FIGS. 1 and 2, the structure of the through sleeve used directly in the duct connecting method will be described. FIG. 1 is a perspective view of the through sleeve, and FIG.
FIG. 2 is a vertical sectional view of a through sleeve taken along line -2.

【0014】貫通スリーブSは、両端開放の中空円筒状
に形成されるスリーブ本体1と、このスリーブ本体1の
両端部に引出・格納可能に嵌挿される、左右一対の接続
スリーブ2,3とより構成されている。
The penetrating sleeve S is composed of a sleeve body 1 formed in a hollow cylindrical shape with both ends open, and a pair of left and right connecting sleeves 2 and 3 fitted in both ends of the sleeve body 1 so as to be drawn out and stored. It is configured.

【0015】スリーブ本体1は、それぞれ亜鉛鉄板によ
り中空円筒状に形成される、内筒1iと、外筒1oの内
端部同士を伸縮可能に嵌合して、二重筒に形成されてお
り、内筒1iの外端部に、一方の接続スリーブ2が、ま
た外筒3の外端部に、他方の接続スリーブ3がそれぞれ
引出・格納可能に嵌挿される。内筒1iおよび外筒1o
の外端縁には、周方向に略等間隔を存して釘孔を有する
複数の止め部材4,5が外向きに一体に固着されてい
る。
The sleeve body 1 is formed as a double cylinder by forming the inner cylinder 1i and the outer cylinder 1o, which are formed in the shape of a hollow cylinder by a zinc-iron plate, so that the inner ends thereof can expand and contract. One connecting sleeve 2 is fitted to the outer end of the inner cylinder 1i, and the other connecting sleeve 3 is fitted to the outer end of the outer cylinder 3 so as to be drawn out and stored. Inner cylinder 1i and outer cylinder 1o
A plurality of stopper members 4 and 5 having nail holes at substantially equal intervals in the circumferential direction are integrally fixed to the outer end edge of the outer member outwardly.

【0016】スリーブ本体1を構成する、内筒1iおよ
び外筒1oの外端部周面には、それぞれ周方向に略90
°の位相差を存して4本の固定ボルト6および7が溶接
等により固定されている。そしてこれらの固定ボルト6
および7の内端には、内筒1iおよび外筒1oの内側よ
りそれぞれ蝶ナット8が螺合されている。
The outer peripheral surfaces of the inner cylinder 1i and the outer cylinder 1o forming the sleeve body 1 are circumferentially arranged at approximately 90 degrees.
The four fixing bolts 6 and 7 are fixed by welding or the like with a phase difference of °. And these fixing bolts 6
Wing nuts 8 are screwed into the inner ends of and 7 from the inside of the inner cylinder 1i and the outer cylinder 1o, respectively.

【0017】一方前記左右一対の接続スリーブ2,3
は、それぞれ亜鉛鉄板により前記内筒1iおよび外筒1
oよりも若干小径の中空円筒状に形成されており、一方
の接続スリーブ2は、内筒1iの端部内周面に、また他
方の接続スリーブ3は外筒1oの端部内周面にそれぞれ
引出・格納可能に嵌挿されている。
On the other hand, the pair of left and right connecting sleeves 2, 3
Are the inner cylinder 1i and the outer cylinder 1 made of a zinc iron plate, respectively.
It is formed in a hollow cylindrical shape having a diameter slightly smaller than o. One connecting sleeve 2 is drawn out to the inner peripheral surface of the end of the inner cylinder 1i, and the other connecting sleeve 3 is drawn to the inner peripheral surface of the end of the outer cylinder 1o. -It is inserted so that it can be stored.

【0018】左右一対の接続スリーブ2,3は略同径に
形成されることにより、外筒1oと接続スリーブ3間に
は、多少のガタが生じるが、このガタを吸収するために
それらの間にスペーサを介在するようにしてもよい。
Since the pair of left and right connecting sleeves 2 and 3 are formed to have substantially the same diameter, some play is generated between the outer cylinder 1o and the connecting sleeve 3, but the play is absorbed between them in order to absorb this play. You may make it interpose a spacer.

【0019】内筒1i側の接続スリーブ2には、周方向
に間隔を存して軸方向に延びる4つのスリット10が形
成されており、これらのスリット10の内端は開放され
ており、その開放端に近くに略直角方向の鉤溝101
形成されている。また外筒1o側の接続スリーブ3に
も、前記内筒1i側の接続スリーブ2のスリット10と
周方向に位相をずらして他の4つのスリット11が形成
されており、これらのスリット11も、その内端は開放
されており、その開放端近くに略直角方向の鉤溝111
が形成されている。前記一方の接続スリーブ2のスリッ
ト10には、内筒1iの固定ボルト6の内端が摺動自在
に係合されており、この固定ボルトに螺合の蝶ナット8
の締付により接続スリーブ2を、内筒1iに固定するこ
とができ、同じく他方の接続スリーブ3のスリット11
には外筒1oの固定ボルト7の内端が摺動自在に係合さ
れており、この固定ボルト7に螺合の蝶ナット8の締付
により接続スリーブ3を外筒1oに固定することができ
る。接続スリーブ2,3を格納して、スリット10,1
1の閉鎖外端を固定ボルト6,7に係合することによ
り、該接続スリーブ2,3を収縮した格納位置に係止す
ることができ、また接続スリーブ2,3を引き出してそ
れらを若干回動してスリット10,11の鉤溝101
111 をそれぞれ固定ボルト6,7に係合することによ
り、接続スリーブ2,3を伸長した引出位置に係止する
ことができる。
The connecting sleeve 2 on the inner cylinder 1i side is formed with four slits 10 extending in the axial direction at intervals in the circumferential direction, and the inner ends of these slits 10 are open. A hook groove 10 1 extending in a substantially right angle direction is formed near the open end. Further, the connecting sleeve 3 on the outer cylinder 1o side is also formed with four other slits 11 that are out of phase with the slit 10 of the connecting sleeve 2 on the inner cylinder 1i side. Its inner end is open, and a hook groove 11 1 in a substantially right-angled direction is formed near the open end.
Are formed. An inner end of a fixing bolt 6 of the inner cylinder 1i is slidably engaged with a slit 10 of the one connecting sleeve 2, and a wing nut 8 screwed to the fixing bolt.
The connection sleeve 2 can be fixed to the inner cylinder 1i by tightening, and the slit 11 of the other connection sleeve 3 can be fixed.
An inner end of a fixing bolt 7 of the outer cylinder 1o is slidably engaged with the outer cylinder 1o, and the connecting sleeve 3 can be fixed to the outer cylinder 1o by tightening a wing nut 8 screwed onto the fixing bolt 7. it can. The connection sleeves 2 and 3 are stored, and the slits 10 and 1
By engaging the closed outer end of 1 with the fixing bolts 6, 7, the connecting sleeves 2, 3 can be locked in the retracted retracted position, and the connecting sleeves 2, 3 can be pulled out and turned slightly. The slits 10 and 11 are moved to the hook groove 10 1 ,
By engaging 11 1 with the fixing bolts 6 and 7, respectively, the connecting sleeves 2 and 3 can be locked in the extended drawn-out position.

【0020】而して前記固定ボルト6,7、スリット1
0,11および蝶ナット8は、接続スリーブ2,3の、
スリーブ本体1に対する案内固定手段を構成する。
Thus, the fixing bolts 6, 7 and the slit 1
0, 11 and wing nut 8 are connected sleeves 2, 3 of
A guide fixing means for the sleeve body 1 is configured.

【0021】次に図3〜6を参照して、前述のように構
成される貫通スリーブSを、コンクリート躯体Fcに貫
通固定する手順について説明する。
Next, with reference to FIGS. 3 to 6, a procedure for penetrating and fixing the penetrating sleeve S configured as described above to the concrete skeleton Fc will be described.

【0022】図3は、貫通スリーブSを型枠空間Cに設
置した状態の工程図、図4は図3の4−4線に沿う断面
図、図5は、貫通スリーブSを型枠パネルP1 ,P2
固着した状態の工程図、図6は、貫通スリーブSに一対
のダクトD1 ,D2 を接続する状態の工程図を示す。
FIG. 3 is a process diagram showing a state in which the penetrating sleeve S is installed in the mold space C, FIG. 4 is a sectional view taken along line 4-4 of FIG. 3, and FIG. 1, process view of a state fixed to the P 2, FIG. 6 shows a process diagram of a state that connects the pair of duct D 1, D 2 in the through sleeve S.

【0023】.先ず、図3,4に示すように、複数本
の鉄筋15を枠組みしてなる、鉄筋枠Frの適所に、一
対の接続スリーブ2,3を格納状態とした貫通スリーブ
Sを収容して、これをワイヤー16等の固縛手段により
鉄筋枠Frに比較的緩く保持し、この鉄筋枠Frをクレ
ーン等の吊下機により吊り下げて、型枠Ffの型枠空間
Cに降ろしてそこに固定する。このとき、この貫通スリ
ーブSの、両開口端縁が、型枠Ffの相対峙する型パネ
ルP1 ,P2 の内面に対向される。
[0023] First, as shown in FIGS. 3 and 4, a penetrating sleeve S having a pair of connecting sleeves 2 and 3 housed therein is housed in an appropriate position of a reinforcing bar frame Fr, which is formed by framing a plurality of reinforcing bars 15. Is held relatively loosely in the rebar frame Fr by a fastening means such as a wire 16, the rebar frame Fr is hung by a suspending machine such as a crane, and is hung in the frame space C of the frame Ff and fixed there. . At this time, both open end edges of the penetrating sleeve S are opposed to the inner surfaces of the mold panels P 1 and P 2 that face each other of the mold frame Ff.

【0024】.次に図5に示すように、貫通スリーブ
Sの、スリーブ本体1の、内、外筒1i,1oを引き出
して伸長し、それらの開口外端面を、型パネルP1 ,P
2 の内面に当接させ、内、外筒1i,1oをそれぞれ釘
17により止め部材4,5を介して左右の型パネル
1 ,P2 に仮止めする。
[0024] Next, as shown in FIG. 5, the inner and outer cylinders 1i and 1o of the sleeve body 1 of the penetrating sleeve S are pulled out and extended, and the outer end surfaces of the openings are connected to the mold panels P 1 and P.
Is brought into contact with the second inner surface, the inner, outer tube 1i, temporarily fixed to the mold panel P 1, P 2 of the left and right through the stop members 4 and 5 respectively by the 1o nail 17.

【0025】その後、型枠空間Cにコンクリートを打設
して、柱、壁、梁あるいは床スラブ等のコンクリート躯
体Fcを構築するが、このとき鉄筋枠Frと一体の貫通
スリーブSは、コンクリート躯体Fc中に一体に埋設固
定される。
After that, concrete is poured into the formwork space C to construct a concrete frame Fc such as a pillar, wall, beam or floor slab. At this time, the through sleeve S integrated with the rebar frame Fr is a concrete frame. It is integrally embedded and fixed in Fc.

【0026】.コンクリート躯体Fcの構築後、型枠
Ffを取り除けば、貫通スリーブSのスリーブ本体1の
両開口端縁が、コンクリート躯体Fcの外面と面一をな
して外部に開口され、該コンクリート躯体Fcに貫通固
定される。
.. After the construction of the concrete skeleton Fc, if the form Ff is removed, both opening edges of the sleeve body 1 of the penetrating sleeve S are opened to the outside so as to be flush with the outer surface of the concrete skeleton Fc and penetrate the concrete skeleton Fc. Fixed.

【0027】.次に、図6に示すように、左右接続ス
リーブ2,3を、コンクリート躯体Fcの外面より外方
に引き出して、それらの外端部に、コンクリート躯体F
cを隔てて配設される、左右ダクトD1 ,D2 を接続す
る。
[0027] Next, as shown in FIG. 6, the left and right connecting sleeves 2 and 3 are drawn outward from the outer surface of the concrete skeleton Fc, and the concrete skeleton F is attached to the outer end portions thereof.
The left and right ducts D 1 and D 2 , which are arranged with a distance c, are connected.

【0028】以上、本発明の一実施例について説明した
が、本発明はその実施例に限定されることなく、本発明
の範囲内で種々の実施例が可能である。
Although one embodiment of the present invention has been described above, the present invention is not limited to the embodiment, and various embodiments are possible within the scope of the present invention.

【0029】たとえば前記実施例では、貫通スリーブは
円筒上に形成されるが、これを四角筒等の角筒状に形成
してもよく、またにダクトには、適宜防火、防煙用等の
ダンパを接続してもよいことは勿論である。さらにスリ
ーブ本体をコンクリート躯体に埋設固定してから、それ
らの両端にそれぞれ接続スリーブを接続するようにして
もよい。
For example, in the above-mentioned embodiment, the penetrating sleeve is formed in a cylindrical shape, but it may be formed in a rectangular tube shape such as a square tube, and the duct is appropriately provided for fire protection, smoke prevention, etc. Of course, a damper may be connected. Further, the sleeve main body may be embedded and fixed in the concrete skeleton, and then the connection sleeves may be connected to both ends thereof.

【0030】[0030]

【発明の効果】以上のように、請求項1記載のダクトの
接続方法の発明によれば、コンクリート躯体を隔てて配
置される2本のダクトを、該コンクリート躯体を貫通す
る、貫通スリーブを介して簡単、容易にしかも確実安全
に連通接続することができ、その接続作業能率を向上し
て、その接続コストを大幅に低減することができる。
As described above, according to the invention of the method for connecting the ducts as set forth in claim 1, the two ducts which are arranged with the concrete skeletons separated from each other are provided with the through sleeve which penetrates the concrete skeletons. It is possible to make a simple, easy, and reliable communication connection, improve the connection work efficiency, and significantly reduce the connection cost.

【0031】また請求項2記載の貫通スリーブの発明に
よれば、前記ダクトの接続方法を実施するにあたり、貫
通スリーブのスリーブ本体を型枠空間に的確、容易に固
定設置することができると共に該スリーブ本体を型パネ
ルに容易に当接固定することができ、前記ダクトの接続
作業が簡単、容易になり、該ダクトの接続コストの低減
に大いに寄与することができる。
Further, according to the invention of the penetrating sleeve described in claim 2, in carrying out the method for connecting the duct, the sleeve body of the penetrating sleeve can be accurately and easily fixedly installed in the mold space, and the sleeve can be mounted. Since the main body can be easily abutted and fixed to the mold panel, the connecting work of the duct becomes simple and easy, and it can greatly contribute to the reduction of the connecting cost of the duct.

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

【図1】貫通スリーブの斜視図FIG. 1 is a perspective view of a through sleeve.

【図2】図1の2−2線に沿う貫通スリーブの縦断面図FIG. 2 is a vertical cross-sectional view of the penetrating sleeve taken along line 2-2 of FIG.

【図3】貫通スリーブを型枠空間に設置した状態の工程
FIG. 3 is a process drawing of a state in which a through sleeve is installed in a mold space.

【図4】図3の4−4線に沿う断面図FIG. 4 is a sectional view taken along line 4-4 in FIG. 3;

【図5】貫通スリーブを型枠パネルに固着した状態の工
程図
FIG. 5 is a process diagram showing a state in which the through sleeve is fixed to the form panel.

【図6】貫通スリーブに一対のダクトを接続する状態の
工程図
FIG. 6 is a process drawing of a state in which a pair of ducts is connected to a through sleeve.

【符号の説明】[Explanation of symbols]

1・・・・・・・スリーブ本体 1i・・・・・・内筒 1o・・・・・・外筒 2・・・・・・・接続スリーブ 3・・・・・・・接続スリーブ 4・・・・・・・止め部材 5・・・・・・・止め部材 C・・・・・・・型枠空間 D1 ・・・・・・ダクト D2 ・・・・・・ダクト Fc・・・・・・コンクリート躯体 Ff・・・・・・型枠 Fr・・・・・・鉄筋枠 P1 ・・・・・・型パネル P2 ・・・・・・型パネル S・・・・・・・貫通スリーブ1 ・ ・ ・ Sleeve body 1i ・ ・ ・ ・ ・ ・ Inner cylinder 1o ・ ・ ・ ・ ・ ・ Outer cylinder 2 ・ ・ ・ ・ ・ Connecting sleeve 3 ・ ・ ・ ・ ・ ・ Connecting sleeve 4 ・...... stop member 5 ....... stop member C ....... formwork space D 1 ......... duct D 2 ...... duct Fc · · ··· Concrete frame Ff ··· Form Fr ··· Reinforcing bar P 1 ··· Form panel P 2 ··· Form panel S .. ..Penetrating sleeves

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 建築物のコンクリート躯体(Fc)に、
そこに貫通固定される貫通スリーブ(S)を用いて、2
本のダクト(D1 ,D2 )を貫通接続する、ダクトの接
続方法であって、 枠組される鉄筋枠(Fr)の適所に、内筒(1i)と、
外筒(1o)とを伸縮自在に嵌挿してなる、貫通スリー
ブ(S)のスリーブ本体(1)を、収縮状態で保持し
て、この鉄筋枠(Fr)を、型枠(Ff)の型枠空間
(C)内に収容する工程と、 前記スリーブ本体(1)を伸長して、内筒(1i)およ
び外筒(1o)の開口端縁を、型枠(Ff)の左右型パ
ネル(P1 ,P2 )の対向面に当接して固定する工程
と、 前記型枠空間(C)にコンクリートを打設した後、型枠
(Ff)を取り外す工程と、 前記内筒(1i)と、外筒(1o)の開口両端部に、コ
ンクリート躯体(Fc)の両側の左右ダクト(D1 ,D
2 )をそれぞれ接続する工程と、を含むことを特徴とす
る、ダクトの接続方法。
1. A concrete frame (Fc) of a building,
Using a penetrating sleeve (S) fixed therethrough, 2
A method for connecting ducts by penetrating the ducts (D 1 , D 2 ) of a book, wherein an inner cylinder (1i) and an inner cylinder (1i) are provided at appropriate positions of a rebar frame (Fr) to be framed.
The sleeve main body (1) of the penetrating sleeve (S), which is inserted into the outer cylinder (1o) in an expandable and contractible manner, is held in a contracted state, and the rebar frame (Fr) is formed into a mold (Ff) mold. A step of accommodating in the frame space (C), and extending the sleeve body (1) so that the opening end edges of the inner cylinder (1i) and the outer cylinder (1o) are connected to the left and right mold panels of the mold (Ff) ( a step P 1, to abut against fixed to opposite surfaces of the P 2), after Da設concrete into the mold space (C), a step of removing the mold and (Ff), the inner tube and (1i) , The left and right ducts (D 1 , D) on both sides of the concrete skeleton (Fc) at both ends of the opening of the outer cylinder (1o).
2 ) A step of connecting each of the above, and a method for connecting ducts, the method including:
【請求項2】 建築物のコンクリート躯体(Fc)に貫
通して固定され、その躯体(Fc)を隔てて配設される
2本のダクト(D1 ,D2 )を接続するための貫通スリ
ーブ(S)であって、 内筒(1i)と、外筒(1o)とを伸縮自在に嵌挿して
なるスリーブ本体(1)と、該スリーブ本体(1)の開
口両端部に嵌挿される、一対の接続スリーブ(2,3)
とよりなり、 前記内筒(1i)と、外筒(1o)の開口端縁には、そ
れを型枠(Ff)の左右型パネル(P1 ,P2 )の対向
面に当接して固定するための、止め部材(4,5)がそ
れぞれ設けられることを特徴とする、貫通スリーブ。
2. A through sleeve for connecting two ducts (D 1 , D 2 ) which are fixed by penetrating through a concrete frame (Fc) of a building and which are arranged with the frame (Fc) separated. (S) is a sleeve body (1) formed by inserting an inner cylinder (1i) and an outer cylinder (1o) in a stretchable manner, and is fitted into both ends of the opening of the sleeve body (1). A pair of connecting sleeves (2,3)
The inner cylinder (1i) and the outer cylinder (1o) are fixed to the opening end edges of the inner cylinder (1i) and the outer cylinder (1o) by abutting against the facing surfaces of the left and right mold panels (P 1 , P 2 ) of the mold (Ff). Penetration sleeve, characterized in that it is provided with respective stop members (4, 5) for
JP34051695A 1995-12-27 1995-12-27 Connection method of duct and through sleeve used therefor Pending JPH09178255A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34051695A JPH09178255A (en) 1995-12-27 1995-12-27 Connection method of duct and through sleeve used therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34051695A JPH09178255A (en) 1995-12-27 1995-12-27 Connection method of duct and through sleeve used therefor

Publications (1)

Publication Number Publication Date
JPH09178255A true JPH09178255A (en) 1997-07-11

Family

ID=18337732

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34051695A Pending JPH09178255A (en) 1995-12-27 1995-12-27 Connection method of duct and through sleeve used therefor

Country Status (1)

Country Link
JP (1) JPH09178255A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100711503B1 (en) * 2006-04-26 2007-04-27 정대원 A slab housing be united duct
KR101442657B1 (en) * 2014-06-25 2014-11-04 주식회사 삼원이.엔.지 A fireproofing socket for air duct with sleeve and its air duct system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100711503B1 (en) * 2006-04-26 2007-04-27 정대원 A slab housing be united duct
KR101442657B1 (en) * 2014-06-25 2014-11-04 주식회사 삼원이.엔.지 A fireproofing socket for air duct with sleeve and its air duct system

Similar Documents

Publication Publication Date Title
JPH09178255A (en) Connection method of duct and through sleeve used therefor
JP3251262B2 (en) PC board mounting method and mounting structure
JP3645935B2 (en) Architectural sleeve and its fixing method to concrete frame wall
JP2782425B2 (en) Architectural sleeve
JP3180246B2 (en) Construction method and construction member for reinforced concrete structure
JP2618671B2 (en) SRC precast beam and beam-column joint structure
JPS6137693Y2 (en)
JPH08312136A (en) Hat-insulating sleeve for construction
JP2742965B2 (en) Balcony construction method
JP2000336748A (en) Erection method of two-story house
CN107916731A (en) A kind of cladding connecting node of assembled architecture outer wall hanging plate and its construction method
JPS5814189Y2 (en) Scaffolding board erection equipment for temporary foundation construction frames
JPH0726520Y2 (en) Steel frame structure
JP2602341Y2 (en) Handrails for construction work
JPS6028723Y2 (en) Panel connection device
JP2002206238A (en) Coupling tool for strut in strut earth-retaining method
JPH0137054Y2 (en)
JPS594089Y2 (en) Foundation beam with lath
JP2599105Y2 (en) Floor sleeves in buildings
JP2677159B2 (en) Structure using covered steel tube concrete columns
JP3508888B2 (en) PC outer wall device and method of mounting PC outer wall device
JPS61158565A (en) Construction of outer wall by alc panel
JP2538296Y2 (en) Scaffolding hardware
JPS624127Y2 (en)
JP2004076336A (en) Precast concrete (pc) column, beam-column connection structure, and method for connecting beam and column