JPH0255321B2 - - Google Patents
Info
- Publication number
- JPH0255321B2 JPH0255321B2 JP57158053A JP15805382A JPH0255321B2 JP H0255321 B2 JPH0255321 B2 JP H0255321B2 JP 57158053 A JP57158053 A JP 57158053A JP 15805382 A JP15805382 A JP 15805382A JP H0255321 B2 JPH0255321 B2 JP H0255321B2
- Authority
- JP
- Japan
- Prior art keywords
- pit
- steel
- waste
- garbage
- transport pipe
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 58
- 239000010959 steel Substances 0.000 claims description 58
- 239000002699 waste material Substances 0.000 claims description 38
- 238000007689 inspection Methods 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 description 15
- 239000004567 concrete Substances 0.000 description 12
- 238000010276 construction Methods 0.000 description 12
- 238000003860 storage Methods 0.000 description 9
- 239000004570 mortar (masonry) Substances 0.000 description 6
- 239000002689 soil Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000001514 detection method Methods 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 1
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は、ごみ真空輸送装置のローカル施設に
関するものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a local installation of a waste vacuum transport device.
（従来の技術）
ごみ真空輸送装置のローカル施設とは、ごみ投
入口、ごみ貯溜槽、排出弁、遮断弁、空気取入弁
などの機器をごみ輸送管の端部またはごみ輸送管
の途中に設ける諸設備のことを云う。従来、これ
らの設備を屋外に設ける場合には、地下にコンク
リート製ピツトを設け、その中に設置するように
している。例えば第１，２，３図は点検口を具え
たピツト、第４図はごみ投入口を具えたピツト、
第５，６図は同ピツトの他の例であるが、これら
を具体的に説明する。(Prior art) A local facility for waste vacuum transport equipment is one in which equipment such as a waste input port, waste storage tank, discharge valve, shutoff valve, air intake valve, etc. is installed at the end of a waste transport pipe or in the middle of the waste transport pipe. Refers to the various equipment to be installed. Conventionally, when these facilities are installed outdoors, they are installed in a concrete pit underground. For example, Figures 1, 2, and 3 show a pit with an inspection port, and Figure 4 shows a pit with a garbage inlet.
5 and 6 show other examples of the same pit, and these will be specifically explained.
先ず点検口を具えたピツトを第１，２，３図に
より具体的に説明すると、１が一方のごみ輸送
管、２，４が接続用管、３が点検口、５が他方の
ごみ輸送管、１０が上記接続用管２，４の貫通す
るスリーブ、１１が鉄筋コンクリート製ピツト、
１２がマンホール、１３が上記鉄筋コンクリート
製ピツト１１内に人が入るためのステツプ、１４
が電気または圧縮空気を送る動力用ケーブル及び
信号ケーブル類、１５が同ケーブル類１４の貫通
するスリーブ、１６が上記ケーブル類１４のター
ミナルボツクスまたは制御盤で、工事は、まず現
地において鉄筋コンクリート製ピツト１１を製作
することから始まる。このとき、同鉄筋コンクリ
ート製ピツト１１には、スリーブ１０，１５、マ
ンホール１２、ステツプ13が取付けられる。次い
で一方のごみ輸送管１と一方の接続用管２と接続
部６と所で溶接固定し、次いで鉄筋コンクリート
製ピツト１１内で一方の接続用管２と点検口３の
部分とを接続部７の所で溶接固定する。同様に点
検口３の部分と他方の接続用管４とを接続部８の
所で溶接固定し、他方の接続用管４と他方のごみ
輸送管５とを接続部９の所で溶接固定する。なお
スリーブ１０は、接続用管２，４を貫通させるた
めのもので、同スリーブ１０と接続用管２との
間、及び同スリーブ１０と接続用管４との間に
は、土中の水分が鉄筋コンクリート製ピツト１１
内へ浸入しないようにモルタル等の充填材１７が
充填される。またスリーブ１５は、ケーブル類１
４を貫通させるためのもので、同スリーブ１５と
ケーブル類１４との間には、土中の水分が鉄筋コ
ンクリート製ピツト１１内へ浸入しないようにモ
ルタル等の充填材が充填される。このスリーブ１
５は、ケーブル類１４の種類により複数のことが
ある。 First, a pit with an inspection port will be explained in detail with reference to Figures 1, 2, and 3. 1 is one waste transport pipe, 2 and 4 are connection pipes, 3 is an inspection port, and 5 is the other waste transport pipe. , 10 is a sleeve through which the connecting pipes 2 and 4 pass, 11 is a reinforced concrete pit,
12 is a manhole, 13 is a step for a person to enter into the reinforced concrete pit 11, 14
are power cables and signal cables for transmitting electricity or compressed air, 15 is a sleeve through which the cables 14 pass, and 16 is a terminal box or control panel for the cables 14.The construction will first be carried out at the site by installing a reinforced concrete pit 11. It begins with manufacturing. At this time, the sleeves 10, 15, the manhole 12, and the step 13 are attached to the reinforced concrete pit 11. Next, one of the waste transport pipes 1, one of the connecting pipes 2, and the connecting part 6 are welded and fixed, and then one of the connecting pipes 2 and the inspection port 3 are connected to the connecting part 7 in a reinforced concrete pit 11. Weld and fix in place. Similarly, the inspection port 3 and the other connecting pipe 4 are welded and fixed at the connecting part 8, and the other connecting pipe 4 and the other waste transport pipe 5 are welded and fixed at the connecting part 9. . Note that the sleeve 10 is for passing the connecting pipes 2 and 4 through, and between the sleeve 10 and the connecting pipe 2, and between the sleeve 10 and the connecting pipe 4, there is no moisture in the soil. is a reinforced concrete pit 11
A filler 17 such as mortar is filled to prevent the inside from entering. In addition, the sleeve 15 is connected to the cables 1
A filling material such as mortar is filled between the sleeve 15 and the cables 14 to prevent moisture in the soil from penetrating into the reinforced concrete pit 11. This sleeve 1
5 may be different depending on the type of cables 14.
次にごみ投入口を具えたピツトを第４図により
具体的に説明すると、１８がごみ投入口、１９が
筒形のごみ貯溜槽、２０がごみ輸送管、２１が上
記ごみ貯溜槽１９内に貯溜されたごみを上記ごみ
輸送管２０内へ排出する水平スライド形の弁体を
もつ排出弁、２６が同排出弁２１を開いたときに
空気をピツト内へ流入するための空気筒、２７が
ガラリ、２９が鉄筋コンクリート製ピツトで、ご
み貯溜槽１９が鉄筋コンクリート製ピツト２９を
貫通する場合には、鉄筋コンクリート製ピツト２
９を製作するときに、スリーブ１０ａを取付け、
ごみ貯溜槽及び空気筒２６を同スリーブ１０ａに
挿入して、組付けた後、スリーブ１０ａと空気筒
２６との間の隙間にモルタル等の充填材を充填し
て、互いに間を水密的にシールしている。その他
の部分については、第１，２，３図の場合と同様
に構成している。 Next, a pit equipped with a garbage inlet will be explained in detail with reference to FIG. 4. 18 is a garbage inlet, 19 is a cylindrical garbage storage tank, 20 is a garbage transport pipe, and 21 is installed in the garbage storage tank 19. A discharge valve 26 having a horizontal sliding valve body for discharging the accumulated garbage into the garbage transport pipe 20, and an air cylinder 27 for allowing air to flow into the pit when the discharge valve 21 is opened. When the garbage storage tank 19 penetrates the reinforced concrete pit 29 and the garbage storage tank 19 is a reinforced concrete pit 29, the reinforced concrete pit 2
9, attach the sleeve 10a,
After inserting the waste storage tank and the air cylinder 26 into the sleeve 10a and assembling them, filler such as mortar is filled into the gap between the sleeve 10a and the air cylinder 26 to seal them watertightly. are doing. The other parts are constructed in the same manner as in the case of FIGS. 1, 2, and 3.
上記鉄筋コンクリート製ピツトに投入されるご
みの量が多い場合には、鉄筋コンクリート製ピツ
ト内に大容量のごみ貯溜槽を設けるのが一般的で
ある。第５，６図は、その例を示しており、３が
点検口、２２が回転することにより貯溜したごみ
を排出する回転ドラム形の大容量ごみ貯溜槽、２
３が同ごみ貯溜槽２２の回転駆動用モータ、２４
が排出弁、２５がけごみ輸送管である。 When the amount of garbage to be thrown into the reinforced concrete pit is large, it is common to provide a large capacity garbage storage tank within the reinforced concrete pit. Figures 5 and 6 show an example of this, where 3 is an inspection port, 22 is a rotating drum-shaped large-capacity garbage storage tank that discharges accumulated garbage by rotating, and 2
3 is a motor for rotating the garbage storage tank 22, 24
is the discharge valve, and 25 is the garbage transport pipe.
（発明が解決しようとする課題）
前記第１，２，３図、第４図、及び第５，６図
に示した従来のごみ真空輸送装置のローカル施設
では、（）ピツトが鉄筋コンクリート製で、ピ
ツトの製作も、各機器の取付けも、現地で行う必
要があつて、工事費が高くなる。（）地下にコ
ンクリート型枠を組み立てるための広いスペース
が必要になる。それに加え、ピツトが鉄筋コンク
リート製のために大型であり、土砂の掘削量が多
くなつて、土木工事費が高くなる。（）コンク
リート壁と輸送管用スリーブとの間の水密状態が
不良になり易くて、土中の水分が鉄筋コンクリー
ト製ピツト内へ浸入するという問題があつた。(Problems to be Solved by the Invention) In the local facilities of the conventional garbage vacuum transport equipment shown in FIGS. 1, 2, 3, 4, and 5 and 6, () the pit is made of reinforced concrete; Both the production of pits and the installation of various devices must be done on-site, which increases construction costs. () A large space is required underground to assemble the concrete forms. In addition, since the pit is made of reinforced concrete, it is large and requires a large amount of earth and sand to be excavated, increasing civil engineering costs. () There was a problem that the watertight condition between the concrete wall and the transport pipe sleeve was likely to be poor, and water in the soil would infiltrate into the reinforced concrete pit.
本発明は前記の問題点に鑑み提案するものであ
り、その目的とする処は、現地での工事費を低減
できる上に、工期を短縮できる。また土中の水分
のピツト内への浸入を完全に防止できるごみ真空
輸送装置のローカル施設を提供しようとする点に
ある。 The present invention is proposed in view of the above-mentioned problems, and its purpose is to reduce on-site construction costs and shorten the construction period. Another object of the present invention is to provide a local facility for a garbage vacuum transport device that can completely prevent moisture in the soil from entering the pit.
（課題を解決するための手段）
上記目的を達成するために、本発明のごみ真空
輸送装置のローカル施設は、箱状の鋼製ピツト
と、横向きに配設し且つ点検口、ごみ筒入口など
の諸設備を管上部にもつ所定長さの鋼製ごみ輸送
管とよりなり、上記鋼製ごみ輸送送管の上部を上
記鋼製ピツトの底板央部内に突出して、同鋼製ご
み輸送管の上部と同鋼製ピツトの底板とを溶接に
より一体的に固定している。(Means for Solving the Problems) In order to achieve the above object, the local facility of the garbage vacuum transportation device of the present invention has a box-shaped steel pit, horizontally arranged, and an inspection port, garbage can inlet, etc. The upper part of the steel waste transport pipe protrudes into the center of the bottom plate of the steel pit, and the steel waste transport pipe is installed at the top of the pipe. The upper part and the bottom plate of the same steel pit are integrally fixed by welding.
（作用）
本発明のごみ真空輸送装置のローカル施設は前
記のように構成されており、工場で箱型の鋼製ピ
ツトを製作し、ターミナルボツクスまたは制御
盤、照明機器、浸入水検知フロート等の機器を同
鋼製ピツト内に取付け、さらに点検口、ごみ投入
口などの諸設備を管上部にもつ所定長さの鋼製ご
み輸送管の上部を上記鋼製ピツトの底板央部内に
突出し、同鋼製ごみ輸送管の上部と同鋼製ピツト
の底板とを溶接により一体的に固定して、埋設鋼
製ユニツトを構成した後、工場から現地に搬入し
て、埋設する。(Function) The local facility for the waste vacuum transportation device of the present invention is configured as described above, in which a box-shaped steel pit is manufactured at a factory, and a terminal box or control panel, lighting equipment, intrusion water detection float, etc. The equipment is installed in the same steel pit, and the upper part of a steel waste transport pipe of a predetermined length, which has various equipment such as an inspection port and a waste input port at the top of the pipe, protrudes into the center of the bottom plate of the steel pit. The upper part of the steel waste transport pipe and the bottom plate of the steel pit are integrally fixed by welding to form a buried steel unit, which is then transported from the factory to the site and buried.
（実施例）
次に本発明のごみ真空輸送装置のローカル施設
を第７，８，９図に示す一実施例により説明する
と、同第７，８，９図は、前記第１，２，３図に
対応したピツトで、３０が箱状の鋼製ピツト、１
２がマンホール、13がステツプ、１，１が鋼製ご
み輸送管、３４が横向きに配設され且つ管上部に
点検口３が設けられている所定長さの鋼製ごみ輸
送管で、同鋼製ごみ輸送管３４が接続部３５，３
５の所で上記鋼製ごみ輸送管１，１に溶接固定さ
れている。また１４がケーブル類で、同ケーブル
類１４が鋼製ピツト３０外から貫通ピース３１内
を通つて鋼製ピツト３０内のターミナルボツクス
または制御盤１６へ延びている。また３２が上記
鋼製ピツト３０内と地上とを結ぶ通路部材、３３
が同通路部材３２を上記鋼製ピツト３０に取付け
るボルトである。上記通路部材３２の長さを変え
ることにより上記鋼製ピツト３０の埋設深さを調
整することができる。また上記鋼製ピツト３０に
は、土圧の計算結果に基づいて補強材を取付けて
も差し支えない。(Example) Next, local facilities of the garbage vacuum transport device of the present invention will be explained using an example shown in Figs. 7, 8, and 9. 30 is a box-shaped steel pit, 1 is a pit corresponding to the figure.
2 is a manhole, 13 is a step, 1 and 1 are steel waste transport pipes, 34 is a steel waste transport pipe of a specified length that is installed horizontally and has an inspection port 3 at the top of the pipe; The manufactured waste transport pipe 34 connects to the connecting parts 35 and 3.
It is welded and fixed to the steel waste transport pipes 1, 1 at 5. Cables 14 extend from outside the steel pit 30 through the through piece 31 to the terminal box or control panel 16 inside the steel pit 30. Further, 32 is a passage member connecting the inside of the steel pit 30 and the ground, and 33
is a bolt that attaches the passage member 32 to the steel pit 30. By changing the length of the passage member 32, the depth at which the steel pit 30 is buried can be adjusted. Furthermore, reinforcing materials may be attached to the steel pit 30 based on the calculation results of earth pressure.
また第１０図は、前記第４図に対応したピツト
で、符号は第７，８，９図及び第４図に示した符
号と同じである。但し３６，３７は組立用ボル
ト・ナツトである。 FIG. 10 shows a pit corresponding to FIG. 4, and the reference numerals are the same as those shown in FIGS. 7, 8, 9, and 4. However, 36 and 37 are bolts and nuts for assembly.
また第１１図は、前記第５，６図に対応したピ
ツトで、符号は第１０図及び第５，６図に示した
符号と同じである。 FIG. 11 shows pits corresponding to FIGS. 5 and 6, and the reference numerals are the same as those shown in FIG. 10 and FIGS. 5 and 6.
次に本発明のごみ真空輸送装置のローカル施設
の設置要領を説明する。工場で箱型の鋼製ピツト
３０を製作し、ターミナルボツクスまたは制御
盤、照明機器、浸入水検知フロート等の機器を同
鋼製ピツト３０内に取付け、さらに点検口３、ご
み投入口１８などの諸設備を管上部にもつ所定長
さの鋼製ごみ輸送管３４の上部を上記鋼製ピツト
３０の底板央部内に突出し、同鋼製ごみ輸送管３
４の上部と同鋼製ピツト３０の底板とを溶接によ
り一体的に固定して、埋設鋼製ユニツトを構成し
た後、工場から現地に搬入して、埋設する。 Next, the procedure for installing the waste vacuum transport device of the present invention at a local facility will be explained. A box-shaped steel pit 30 is manufactured at a factory, and equipment such as a terminal box or control panel, lighting equipment, and intruding water detection floats are installed inside the steel pit 30, and inspection ports 3, garbage input ports 18, etc. The upper part of a steel waste transport pipe 34 having a predetermined length having various equipment on the upper part of the pipe protrudes into the center of the bottom plate of the steel pit 30, and the steel waste transport pipe 3
4 and the bottom plate of the steel pit 30 are integrally fixed by welding to form a buried steel unit, which is then transported from the factory to the site and buried.
（発明の効果）
本発明のごみ真空輸送装置のローカル施設は前
記のように構成されており、次の効果を達成でき
る。即ち、
() 工場で箱型の鋼製ピツト３０と鋼製ごみ輸
送管３４とを溶接により一体化して、鋼製埋設
ユニツトを構成するので、コンクリート壁を貫
通する諸機材を不要にできる。即ち、第１，
２，３図のごみ真空輸送装置のローカル施設で
は、スリーブ１０、接続用管２，４、モルタル
等の充填材１７を必要としていたが、本発明の
ごみ真空輸送装置のローカル施設では、工場で
箱型の鋼製ピツト３０と鋼製ごみ輸送管３４と
を溶接により一体化して、鋼製埋設ユニツトを
構成するので、コンクリート壁を貫通する諸機
材を不要にできて、現地での工事費を低減でき
る。(Effects of the Invention) The local facility of the garbage vacuum transport device of the present invention is configured as described above, and can achieve the following effects. That is, () the box-shaped steel pit 30 and the steel waste transport pipe 34 are integrated by welding at the factory to form a steel buried unit, so that various equipment penetrating the concrete wall can be eliminated. That is, the first,
In the local facility of the garbage vacuum transportation device shown in Figures 2 and 3, the sleeve 10, the connecting pipes 2 and 4, and the filler material 17 such as mortar were required, but in the local facility of the garbage vacuum transportation device of the present invention, they are required at the factory. Since the box-shaped steel pit 30 and the steel waste transport pipe 34 are integrated by welding to form a steel buried unit, it is possible to eliminate the need for various equipment to penetrate the concrete wall, reducing on-site construction costs. Can be reduced.
() またコンクリート壁を貫通するための工事
を不要にできる。即ち、第１，２，３図のごみ
真空輸送装置のローカル施設では、接続部７，
８の芯出し、溶接接続工事、及び充填材１７の
充填工事等を必要としていたが、本発明のごみ
真空輸送装置のローカル施設では、上記のよう
に工場で箱型の鋼製ピツト３０と鋼製ごみ輸送
管３４とを溶接により一体化して、鋼製埋設ユ
ニツトを構成するので、コンクリートを貫通す
るための工事を不要にできて、この点からも現
地での工事費を低減できる。() It also eliminates the need for construction work to penetrate concrete walls. That is, in the local facility of the garbage vacuum transport device shown in Figs.
However, in the local facility of the waste vacuum transportation device of the present invention, the box-shaped steel pit 30 and the steel Since it is integrated with the manufactured waste transport pipe 34 by welding to form a steel buried unit, there is no need for construction work to penetrate concrete, and from this point as well, on-site construction costs can be reduced.
() また工場でターミナルボツクスまたは制御
盤、照明機器、浸入水検知フロート等の機器を
鋼製ピツト３０内に取付けて、現地に搬入する
ので、機器の取付け作業を効率的に行うことが
できて、この点からも現地での工事費を低減で
きる。なおごみ真空輸送装置のローカル施設
は、数百個になることもあるので、数が多けれ
ば多い程、機器を工場で取付ける効果が顕著に
現れる。() In addition, equipment such as terminal boxes or control panels, lighting equipment, and intruding water detection floats are installed in the steel pit 30 at the factory and then delivered to the site, making it possible to install equipment efficiently. From this point of view as well, on-site construction costs can be reduced. It should be noted that local facilities for waste vacuum transport equipment may number in the hundreds, so the greater the number, the more pronounced the effect of installing the equipment in a factory becomes.
() また現地での組立て作業も、第７図の３
３、第１０図の３６，３７のようにボルト・ナ
ツトの締め付け作業等の簡単な作業だけにな
る。この部分を溶接取付けやその他の取付けに
変えても、同じで、現地での組立て作業を簡単
化できて、この点からも現地での工事費を低減
できる。() In addition, on-site assembly work is also carried out in 3.
3. Only simple tasks such as tightening bolts and nuts as shown in 36 and 37 in Fig. 10 are required. Even if this part is replaced by welding or other methods, the on-site assembly work can be simplified and the on-site construction costs can be reduced.
() また上記のようにコンクリート壁を貫通す
るための工事を不要にできるので、ピツト内の
作業スペースを広く取る必要がない。また鋼製
ごみ輸送管３４の上部を箱型の鋼製ピツト３０
の底板央部内に突出し、同鋼製ごみ輸送管３４
の上部と同鋼製ピツト３０の底板とを溶接し
て、互いを一体的に固定しており、ごみ真空輸
送装置のローカル施設を小型化でき、上記のよ
うにピツト内の作業スペースを広く取る必要が
ない点と相俟つて、現地での土木工事費を低減
できる。() Also, as mentioned above, there is no need for construction work to penetrate the concrete wall, so there is no need to take up a large working space inside the pit. In addition, the upper part of the steel waste transport pipe 34 is connected to a box-shaped steel pit 30.
The steel waste transport pipe 34 protrudes into the center of the bottom plate of the
The upper part of the steel pit 30 and the bottom plate of the same steel pit 30 are welded to fix each other integrally, making it possible to downsize the local facility of the garbage vacuum transport equipment and to increase the working space inside the pit as mentioned above. Coupled with the fact that it is not necessary, on-site civil engineering costs can be reduced.
() またピツト３０をコンクリート製から鋼製
に変えており、現地でのコンクリート型枠の組
立て、鉄筋の組込み、コンクリートの流し込み
及びコンクリートの養生、スリーブ部分のモル
タル（充填材）埋め込み及びモルタルの養生を
不要にでき、この点からも現地での土木工事費
を低減できる。また上記（）〜（）の点の
相俟つてごみ真空輸送装置のローカル施設を設
置する際の工期を短縮できる。() In addition, the pit 30 was changed from concrete to steel, and we assembled the concrete formwork on site, installed reinforcing bars, poured concrete, cured the concrete, embedded mortar (filling material) in the sleeve part, and cured the mortar. This eliminates the need for on-site civil engineering costs. In addition, the above points () to () can be combined to shorten the construction period when installing a local facility for the vacuum garbage transportation device.
() また工場で箱型の鋼製ピツト３０と鋼製ご
み輸送管３４とを溶接により一体化して、鋼製
埋設ユニツトを構成するので、土中の水分のピ
ツト内への浸入を完全に防止できる効果があ
る。() Also, since the box-shaped steel pit 30 and the steel waste transport pipe 34 are integrated by welding at the factory to form a steel buried unit, moisture in the soil is completely prevented from penetrating into the pit. There is an effect that can be done.
なお寒冷地の凍土が問題になる場合には、鋼製
埋設ユニツトの周りにグラスウール等を取付け
て、対処する。また鋼製ピツト３０内の機器に
は、前記例の外に空気取入弁、遮断弁等がある。 If frozen soil in cold regions becomes a problem, install glass wool, etc. around the steel buried unit to deal with it. Additionally, equipment in the steel pit 30 includes an air intake valve, a shutoff valve, etc. in addition to the above examples.
第１図は従来のごみ真空輸送装置のローカル施
設の一例を示す平面図、第２図は第１図の矢視
−線に沿う縦断一側面図、第３図は第１図の矢
視−線に沿う縦断他側面図、第４図は従来の
ごみ真空輸送装置のローカル施設の他の例を示す
縦断一側面図、第５図は従来のごみ真空輸送装置
のローカル施設のさらに他の例を示す横断平面
図、第６図は第５図の矢視−線に沿う縦断一
側面図、第７図は本発明に係わるごみ真空輸送装
置のローカル施設の一実施例を示す平面図、第８
図は第７図の矢視−線に沿う縦断一側面図、
第９図は第７図の矢視−線に沿う縦断他側面
図、第１０図は同ローカル施設の他の実施例を示
す縦断一側面図、第１１図は同ローカル施設のさ
らに他の実施例を示す平面図、第１２図はその縦
断一側面図である。
３……点検口、１８……ごみ投入口、３０……
箱状の鋼製ピツト、３４……所定長さの鋼製ごみ
輸送管。
Fig. 1 is a plan view showing an example of a local facility of a conventional garbage vacuum transport device, Fig. 2 is a vertical cross-sectional side view taken along the line indicated by the arrow in Fig. 1, and Fig. 3 is a side view taken in the direction indicated by the arrow in Fig. 1. 4 is a vertical sectional side view showing another example of a local facility of a conventional garbage vacuum transportation device, and FIG. 5 is a longitudinal sectional side view showing another example of a local facility of a conventional garbage vacuum transportation device. FIG. 6 is a vertical cross-sectional side view taken along the arrow line in FIG. 8
The figure is a longitudinal cross-sectional side view taken along the arrow line in Fig. 7;
Fig. 9 is a vertical cross-sectional side view taken along the arrow line in Fig. 7, Fig. 10 is a vertical cross-sectional side view showing another embodiment of the same local facility, and Fig. 11 is a longitudinal cross-sectional side view showing another embodiment of the same local facility. A plan view showing an example, and FIG. 12 is a longitudinal sectional side view thereof. 3...Inspection port, 18...Garbage input port, 30...
A box-shaped steel pit, 34...a steel waste transport pipe of a predetermined length.
Claims (1)
検口、ごみ投入口などの諸設備を管上部にもつ所
定長さの鋼製ごみ輸送管とよりなり、上記鋼製ご
み輸送管の上部を上記鋼製ピツトの底板央部内に
突出して、同鋼製ごみ輸送管の上部と同鋼製ピツ
トの底板とを溶接により一体的に固定したことを
特徴とするごみ真空輸送装置のローカル施設。1 Consists of a box-shaped steel pit and a steel waste transport pipe of a specified length that is placed horizontally and has various equipment such as an inspection port and a waste input port at the top of the pipe. A local facility for a waste vacuum transport device, characterized in that the upper part of the steel waste transport pipe protrudes into the center of the bottom plate of the steel pit, and the upper part of the steel waste transport pipe and the bottom plate of the steel pit are integrally fixed by welding. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15805382A JPS5948303A (en) | 1982-09-13 | 1982-09-13 | Manufacture of local facility in refuse vacuum transporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15805382A JPS5948303A (en) | 1982-09-13 | 1982-09-13 | Manufacture of local facility in refuse vacuum transporter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5948303A JPS5948303A (en) | 1984-03-19 |
| JPH0255321B2 true JPH0255321B2 (en) | 1990-11-27 |
Family
ID=15663257
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15805382A Granted JPS5948303A (en) | 1982-09-13 | 1982-09-13 | Manufacture of local facility in refuse vacuum transporter |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5948303A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0486604U (en) * | 1990-11-30 | 1992-07-28 |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4928911A (en) * | 1972-07-17 | 1974-03-14 |
-
1982
- 1982-09-13 JP JP15805382A patent/JPS5948303A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4928911A (en) * | 1972-07-17 | 1974-03-14 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5948303A (en) | 1984-03-19 |
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