JPS5817912B2 - Buried piping connection method in precast slab - Google Patents
Buried piping connection method in precast slabInfo
- Publication number
- JPS5817912B2 JPS5817912B2 JP12096678A JP12096678A JPS5817912B2 JP S5817912 B2 JPS5817912 B2 JP S5817912B2 JP 12096678 A JP12096678 A JP 12096678A JP 12096678 A JP12096678 A JP 12096678A JP S5817912 B2 JPS5817912 B2 JP S5817912B2
- Authority
- JP
- Japan
- Prior art keywords
- slab
- pipe
- buried
- connection
- connecting surface
- 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
Links
Landscapes
- Road Paving Structures (AREA)
Description
【発明の詳細な説明】
この発明はコンクリート、モルタル、石こう、石綿その
他の版材中に温水管、給水管、排水管、暖・冷房用管な
どの配管を一体に埋設してなるプレキャストラブを接続
する場合に、前記配管を簡易に接続する方法に関するも
のである。[Detailed Description of the Invention] This invention provides a precast slab in which piping such as hot water pipes, water supply pipes, drainage pipes, and heating/cooling pipes are integrally buried in concrete, mortar, gypsum, asbestos, or other plate material. The present invention relates to a method for easily connecting the piping.
従来、例えば寒冷地において融雪用温水管をコンクリー
ト中に埋設したプレキャストコンクリートスラブを敷き
甚べて道路、軌道等を建設する等の提案がなされている
が、前記いずれの場合においても、その配管を接続する
には通常台スラブから突出された配管の管端にそれぞれ
フランジを設け、両フランジをボルトで締着しており、
そのためスラブ間に多くの空隙を要すると共に、多数の
配管がある場合には箇々の配管を同時に接続するのに手
間どるほか、それぞれの突出量、配置間隔等にきわめて
高い精度が要求され、また前記空隙は配管接続後、スラ
ブと同質材を充填硬化する必要があるなど多くの時間と
手間がかかり、工事費も高くなる欠点があった。Conventionally, proposals have been made to construct roads, tracks, etc. by laying precast concrete slabs with hot water pipes for snow melting buried in concrete in cold regions, but in any of the above cases, it is difficult to connect the pipes. To connect, usually a flange is provided at each end of the pipe that protrudes from the base slab, and both flanges are tightened with bolts.
Therefore, a large amount of space is required between the slabs, and if there are a large number of pipes, it is time-consuming to connect each pipe at the same time, and extremely high precision is required in the amount of protrusion and spacing between each pipe, and the above-mentioned After the piping is connected, the voids need to be filled with material of the same material as the slab and hardened, which takes a lot of time and effort, and has the disadvantage of increasing construction costs.
本発明は前記従来の欠点を解消し、コンクリート、モル
タル、石こう、石綿その他の版材中に配管を一体に埋設
してなるプレキャストスラブを並列接続する場合におい
て、一方のスラブの接続端縁に、そのスラブの表面に平
行または傾斜する上向接続面を設け、前記スラブに埋設
した配管の管端を前記上向接続面に開口させ、他方のス
ラブの接続端縁に、前記上向接続面に対向する下向接続
面を設け、その他方のスラブに埋設した配管の管端を前
記一方のスラブの配管開口に対応させて下向接続面に開
口させ、前記上向接続面と下向接続面との間にパツキン
を介装してボルト等により各スラブを固着して接続する
と同時に、埋設配管をも接続することを特徴とするプレ
キャストスラブにおける埋設配管接続方法を提供するも
ので、以下実施例を示す図面に基づいて説明する。The present invention solves the above-mentioned conventional drawbacks, and when connecting precast slabs made of concrete, mortar, gypsum, asbestos, or other slabs in which pipes are integrally buried in parallel, the connection edge of one slab has a A parallel or inclined upward connecting surface is provided on the surface of the slab, the pipe end of the pipe buried in the slab is opened to the upward connecting surface, and the connecting edge of the other slab is connected to the upward connecting surface. Opposing downward connecting surfaces are provided, and the pipe ends of the pipes buried in the other slab are opened on the downward connecting surface in correspondence with the piping openings in the one slab, and the upper connecting surface and the downward connecting surface are opened. This invention provides a method for connecting buried piping in precast slabs, which is characterized in that each slab is fixedly connected with bolts or the like by interposing a packing between the two, and at the same time, the buried piping is also connected. The explanation will be based on drawings showing.
第1図は一部縦断側面図、第2図は接続部の分解斜視図
で、プレキャストスラブ1,2はコンクリート、モルタ
ル、石こう、石綿その他の版材3で工場生産され、その
スラブ1,2中には前記各種用途の配管4,5があらか
じめ一体に埋設されている。Fig. 1 is a partially vertical side view, and Fig. 2 is an exploded perspective view of the connection part. The pipes 4 and 5 for the various purposes mentioned above are buried in advance.
そして一方のスラブ1の接続端縁には上方を切欠状とし
てスラブ1の表面に平行な上向接続面6を設け、スラブ
1に埋設した配管4は端部を屈曲してその管端は前記上
向接続面6に開口している。The connecting edge of one of the slabs 1 is provided with an upward connecting surface 6 parallel to the surface of the slab 1 with a notch in the upper part, and the pipe 4 buried in the slab 1 has its end bent and the pipe end It is open to the upward connecting surface 6.
他方のスラブ2の接続端縁には下方を切欠状として前記
上向接続面6に対向する下向接続面7を設け、スラブ2
に埋設した配管5は端部を屈曲してその管端は前記下向
接続面7に開口すると共にその開口位置は前記一方の配
管4の開口位置に対応している。The connecting edge of the other slab 2 is provided with a downward connecting surface 7 having a notch shape on the lower side and facing the above-mentioned upward connecting surface 6.
The pipe 5 buried in the pipe 5 has its end bent and opens into the downward connection surface 7, and its opening position corresponds to the opening position of the one pipe 4.
そしてスラブ1,2を接続するには前記上向接続面6と
下向接続面7との間に、ゴムその他の材料からなり、前
記配管4,5の開口に対応する透孔およびボルト挿通孔
を有するパツキン8を介装し、一方のスラブ1に埋設し
て上向接続面6から突出するボルト9を他方のスラブ2
の接続端縁に設けたボルト孔10に挿通してナツト11
により固着する。In order to connect the slabs 1 and 2, a through hole and a bolt insertion hole made of rubber or other material are formed between the upper connecting surface 6 and the lower connecting surface 7, and correspond to the openings of the piping 4 and 5. A bolt 9 embedded in one slab 1 and protruding from the upward connecting surface 6 is inserted into the other slab 2.
Insert the nut 11 into the bolt hole 10 provided on the connecting edge of the
It sticks to the surface.
この場合ボルト、ナツトがスラブ表面から突出して支障
があるときは、第1図に示すように沈めナツトにすれば
よい。In this case, if the bolts and nuts protrude from the slab surface and cause problems, they can be sunk nuts as shown in FIG.
なお、ボルトは下方のスラブから上方のスラブへの通し
ボルトにしてもよく、また、下方のスラブにめねじを埋
め込み、上方スラブのボルト孔から止めボルトをねじ込
んで締着するようにしてもよい。Note that the bolts may be through bolts from the lower slab to the upper slab, or they may be tightened by embedding female threads in the lower slab and screwing stop bolts through the bolt holes in the upper slab. .
第3図は接続部の他の実施例を示し、スラブ1の上向接
続面6と、これに対向するスラブ2の下向接続面7はス
ラブ表面に対して角度αを約45°に傾斜させて設けで
ある。FIG. 3 shows another embodiment of the connection, in which the upper connecting surface 6 of the slab 1 and the opposing lower connecting surface 7 of the slab 2 are inclined at an angle α of approximately 45° with respect to the slab surface. It is a provision.
この場合は配管4,5は前記実施例のように端部を屈曲
する必要はなく、直線状として管端のみ上下接続面6,
7に合わせて傾斜させて設ければよい。In this case, the ends of the pipes 4 and 5 do not need to be bent as in the previous embodiment, but are straight, and only the ends of the pipes have upper and lower connecting surfaces 6,
It may be provided at an angle according to 7.
そしてパツキン8およびボルト締着9,10.11は前
記実施例の場合と同様である。The packing 8 and bolt fastenings 9, 10, and 11 are the same as in the previous embodiment.
なお、角度αは小さいとスラブのエツジが欠けやすく、
大きくするとポルト締着によりスラブ1,2表面に段差
を生ずるので、30゜〜60°が適当である。Note that if the angle α is small, the edges of the slab will be easily chipped.
If the angle is too large, a step will be created on the surfaces of the slabs 1 and 2 due to port tightening, so a range of 30° to 60° is appropriate.
第4図〜第7図は並列接続したプレキャストスラブの接
続状態の各種実施例を示す概略側面図で、第4図は離間
して置かれた一方のスラブ1,1に対し、他方のスラブ
2を上方から載置して接続する場合、第5図は一方のス
ラブ1に他方のスラブ2を載せて接続し、スラブ2の接
続反対側の段部にさらに他方のスラブ2を載せて接続す
る場合、第6図は前記第4図の実施例の場合と同要領で
上下接続面を傾斜して設けた場合、第7図は前記第5図
の場合と同じくスラブを順次載せて行く要領で、上下接
続面を傾斜して設けた場合であり、また第8図は接続部
を第4図と第6図の組み合わせタイプとしたものの側面
図で、第9図の分解斜視図に示すように配管4,5は傾
斜する接続面6,7に開口し、ボルト9による締着部は
スラブの表面に平行しており、いずれの接続状態にして
もよい。Figures 4 to 7 are schematic side views showing various examples of connection states of precast slabs connected in parallel. When connecting by placing the slabs from above, Figure 5 shows the connection by placing the other slab 2 on one slab 1, and then placing the other slab 2 on the step on the opposite side of the connection of slab 2. In this case, Fig. 6 shows a case in which the upper and lower connecting surfaces are inclined in the same manner as in the embodiment shown in Fig. 4, and Fig. 7 shows a case in which the slabs are placed one after another in the same way as in the case of Fig. 5 above. , in which the upper and lower connecting surfaces are provided at an angle, and FIG. 8 is a side view of the connecting portion of the combination type shown in FIGS. 4 and 6, as shown in the exploded perspective view of FIG. 9. The pipes 4 and 5 open into the inclined connection surfaces 6 and 7, and the fastening portion by the bolt 9 is parallel to the surface of the slab, so that any connection state may be used.
本発明は以上のように構成され、プレキャストラブを接
続すると同時に、スラブ表面に平行または傾斜して設け
た上下接続面に開口するそれぞれの配管が接続され、上
下接続面間に介装したパツキンにより箇々の配管の水密
または気密が保たれ、各配管の開口位置誤差も若干許容
されるので、プレスキャストラブの製作ならびに現場敷
設が容易であり、工期の短縮、工事費の低減にきわめて
有効である。The present invention is constructed as described above, and at the same time when the precast slabs are connected, the respective piping openings to the upper and lower connecting surfaces provided parallel to or inclined to the slab surface are connected, and the packing interposed between the upper and lower connecting surfaces connects the precast slabs. Each pipe is kept watertight or airtight, and a slight error in the opening position of each pipe is tolerated, making it easy to manufacture press cast slabs and install on-site, which is extremely effective in shortening the construction period and reducing construction costs. .
図面は本発明の実施例を示し、第1図は一部縦断側面図
、第2図は接続部の分解斜視図、第3図は接続部の他の
実施例における縦断側面図、第4図〜第7図は並列接続
したプレキャストスラブの各種接続状態を示す概略側面
図、第8図は接続部のさらに他の実施例における側面図
、第9図は第8図の分解斜視図である。
1.2.2’ニブレキヤストスラブ、3:版材、4.5
:配管、6:上向接続面、7:下向接続面、8:パツキ
ン、9:ボルト、10:ボルト孔、11:ナツト。The drawings show an embodiment of the present invention, and FIG. 1 is a partially longitudinal side view, FIG. 2 is an exploded perspective view of a connecting portion, FIG. 3 is a longitudinal side view of another embodiment of the connecting portion, and FIG. 4 is a partially longitudinal side view. 7 is a schematic side view showing various connection states of precast slabs connected in parallel, FIG. 8 is a side view of yet another embodiment of the connection portion, and FIG. 9 is an exploded perspective view of FIG. 8. 1.2.2' Nibre cast slab, 3: Plate material, 4.5
: Piping, 6: Upward connection surface, 7: Downward connection surface, 8: Packing, 9: Bolt, 10: Bolt hole, 11: Nut.
Claims (1)
材3中に配管を一体に埋設してなるプレキャストラブを
並列接続する場合において、一方のスラブ1の接続端縁
に、スラブ1の表面に平行または傾斜する上向接続面6
を設け、前記スラブ1に埋設した配管4の管端を前記上
向接続面6に開口させ、他方のスラブ2の接続端縁に、
前記上向接続面6に対向する下向接続面7を設け、前記
スラブ2に埋設した配管5の管端を前記一方の配管4開
口に対応させて下向接続面7に開口させ、前記上向接続
面6と下向接続面7との間にパツキン8を介装してポル
)9.11等により各スラブ1゜2を固着し、埋設配管
を接続することを特徴とするプレキャストスラブにおけ
る埋設配管接続方法。1 When connecting precast slabs made of concrete, mortar, gypsum, asbestos, or other slab material 3 with pipes embedded in parallel, the connecting edge of one slab 1 may be parallel to or inclined to the surface of slab 1. upward connection surface 6
The pipe end of the pipe 4 buried in the slab 1 is opened to the upward connection surface 6, and the connection edge of the other slab 2 is provided with a
A downward connecting surface 7 is provided opposite to the upward connecting surface 6, and the pipe end of the pipe 5 buried in the slab 2 is opened to the downward connecting surface 7 in correspondence with the opening of the one pipe 4, and In a precast slab characterized in that a packing 8 is interposed between the facing connecting surface 6 and the downward connecting surface 7, and each slab 1.2 is fixed with a Pole 9.11 etc. to connect buried piping. Buried piping connection method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12096678A JPS5817912B2 (en) | 1978-09-30 | 1978-09-30 | Buried piping connection method in precast slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12096678A JPS5817912B2 (en) | 1978-09-30 | 1978-09-30 | Buried piping connection method in precast slab |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5547079A JPS5547079A (en) | 1980-04-02 |
| JPS5817912B2 true JPS5817912B2 (en) | 1983-04-09 |
Family
ID=14799409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12096678A Expired JPS5817912B2 (en) | 1978-09-30 | 1978-09-30 | Buried piping connection method in precast slab |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5817912B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7264854B2 (en) * | 2020-08-06 | 2023-04-25 | 東急建設株式会社 | Precast concrete floor slab and its construction method |
| JP7312308B2 (en) * | 2020-08-06 | 2023-07-20 | 東急建設株式会社 | Precast concrete floor slab and its construction method |
-
1978
- 1978-09-30 JP JP12096678A patent/JPS5817912B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5547079A (en) | 1980-04-02 |
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