JPH0726705B2 - Sewer pipe sag prevention device and sewer pipe sag prevention method - Google Patents
Sewer pipe sag prevention device and sewer pipe sag prevention methodInfo
- Publication number
- JPH0726705B2 JPH0726705B2 JP2305580A JP30558090A JPH0726705B2 JP H0726705 B2 JPH0726705 B2 JP H0726705B2 JP 2305580 A JP2305580 A JP 2305580A JP 30558090 A JP30558090 A JP 30558090A JP H0726705 B2 JPH0726705 B2 JP H0726705B2
- Authority
- JP
- Japan
- Prior art keywords
- sewer pipe
- pipe
- fixing
- sewer
- arm
- 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
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- Supports For Pipes And Cables (AREA)
- Sewage (AREA)
Description
【発明の詳細な説明】 I.発明の目的 (1)産業上の利用分野 本発明は、土中に埋設される下水道管の管たれ防止装
置、並びに管たれ防止方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION I. Object of the Invention (1) Field of Industrial Application The present invention relates to a pipe dripping prevention device and a pipe dripping prevention method for a sewer pipe buried in soil.
(2)従来の技術 従来、下水道管の埋設工事においては、約30m位の間隔
をおいて設置されたマンホールの相互の区間に所要深さ
の溝を掘削し、この掘削溝内に約4m位の長さの下水道管
を継手しながら配管させ、配管した下水道管の位置決め
をするために約1.5m位の間隔をおいて下水道管の両側位
置に杭を打込み、この杭の位置で下水道管に生し針金を
巻着して杭に係止しながら下水道管の位置決めと管たれ
防止とをなし、その後で掘削溝内に掘削した土を埋め戻
しているものである。これによって、各マンホール間と
の接続位置で強固に支持された下水道管を中間位置で支
持しながら管たれ現象を防止するものである。(2) Conventional technology Conventionally, in the sewage pipe burial work, trenches of the required depth were excavated in the mutual sections of manholes installed at intervals of about 30 m, and about 4 m was excavated in this excavation groove. While connecting the sewer pipe of the length of, connect the sewer pipe at both sides of the sewer pipe at an interval of about 1.5 m to position the sewer pipe that has been piped. The raw wire is wound and locked to the pile to position the sewer pipe and prevent the pipe from dripping, and then the soil excavated in the excavation trench is backfilled. This prevents the pipe sagging phenomenon while supporting the sewer pipe firmly supported at the connection position between the manholes at the intermediate position.
(3)発明が解決しようとする問題点 しかしながら、各マンホール管の中間位置を支持する際
には、予め下水道管の高さ及び幅方向の位置決めを行な
った後に生し針金と杭とで係止するが、現実には針金を
管に密着させて巻着する必要があるので針金を強く引張
しつつ管への装着を行なうこととなり、このため、折角
行なった管の設定位置がずれることとなり、設定位置に
精度良く埋設支持することが困難であった。(3) Problems to be Solved by the Invention However, when supporting the intermediate position of each manhole pipe, the sewer pipe is positioned in advance in the height and width directions and then locked by the raw wire and the pile. However, in reality, since it is necessary to closely attach the wire to the pipe and wrap it around, the wire is attached to the pipe while pulling the wire strongly. It was difficult to bury and support the setting position accurately.
また、生し針金は地圧等により経時的に伸び安くこのた
め、下方へ湾曲する所謂管たれ現象を生じさせていた。
特に、管路に勾配がなく水平に配管した場合は管たれ現
象が発生し易く、この管たれが発生した部分に夾雑物が
滞留して水の流れが悪くなるため、この管たれ部分を再
掘削して手直し工事をせねばならず、多くの手間を要す
る。In addition, the raw wire is less likely to be stretched with time due to ground pressure or the like, which causes a so-called pipe sagging phenomenon that bends downward.
In particular, when pipes are piped horizontally without any gradient, the pipe dripping phenomenon is likely to occur, and foreign matters are accumulated in the portion where the pipe dripping occurs and the flow of water deteriorates. It requires excavation and repair work, which requires a lot of work.
更に、針金が良く締まった部分においては管に亀裂が生
じやすく、この亀裂部分から漏水を生起する等の問題点
があった。Further, in the portion where the wire is well tightened, the pipe is likely to be cracked, and there is a problem that water leakage occurs from the cracked portion.
本発明は、上記従来の問題点に鑑みてなされたものであ
り、その目的は下水道管の配管のために掘削した溝内に
長手方向に所定間隔をおいて丁張り板を所定の高さに配
置し、この丁張り板の上面に下水道管を溝幅方向へ位置
決めをしながら配管させ、更に、この配管した下水道管
の両側に各一対の杭よりなる複数対の固定用杭を打込
み、この各固定用杭に、下水道管の下面を支持させたU
型状の受アームの両端フックを高さ調整自在に係止させ
ると共に下水道管の上面に押えアームを圧接させて前記
杭に固定させることにより、掘削土を埋め戻した後で下
水道管を所定の位置に精度良く維持できて管たれを発生
することなく、施工後における管体の破断、漏水等もな
く、手直し作業の必要もなく下水道管の敷設作業を能率
的に施工できる下水道管の管たれ防止装置及び下水道管
の管たれ防止方法を提供することにある。The present invention has been made in view of the above-mentioned conventional problems, and an object thereof is to set a tensioning plate at a predetermined height at predetermined intervals in a groove excavated for sewer pipes in the longitudinal direction. The sewer pipes are arranged on the upper surface of this tensioning plate while positioning them in the groove width direction, and further, a plurality of pairs of fixing piles made of a pair of piles are driven on both sides of the piped sewer pipes. U that supported the bottom surface of the sewer pipe on each fixing pile
The hooks at both ends of the die-shaped receiving arm are height-adjustably locked, and the pressing arm is pressed against the upper surface of the sewer pipe to fix it to the pile, so that the sewer pipe is backfilled with the predetermined material after backfilling the excavated soil. Sewer pipe dripping that can be maintained accurately in position, does not cause pipe dripping, does not break pipes after construction, leaks water, etc. An object is to provide a prevention device and a method for preventing spillage of sewer pipes.
II.発明の構成 (1)問題点を解決するための手段 上記目的を達成するために、本発明は掘削溝12内の長手
方向に所定間隔を置いて配設された丁張り板16と、この
丁張り板16上に前記掘削溝12幅方向の位置決めを行ない
つつ載置された下水道管18と、該下水道管18の幅方向両
側であって、この下水道管18を挟装するように前記掘削
溝12の溝底部14に一部を打込みされた一対の固定用杭2
2、22と、この下水道管18を下方から支持し、両端部に
フック部26、26を備えた略U字状の受アーム24と、該下
水道管18を上方から押えて固定するための逆U字状の押
えアーム36とを有し、 前記受アーム24のフック部26は前記一対の固定用杭22の
上端部に当接係止され、かつ、同フック部26と固定用杭
22の上端部との間隙幅を調整することによってこの受ア
ーム24に支持された下水道管18の高さ位置調整を行なう
ための調整ボルト28が同フック部26に螺合されて成る下
水道管の管たれ防止装置10から構成される。II. Configuration of the Invention (1) Means for Solving the Problems In order to achieve the above-mentioned object, the present invention includes a tensioning plate 16 arranged at a predetermined interval in the longitudinal direction in the excavation groove 12, The sewer pipe 18 placed on the tensioning plate 16 while positioning the excavation groove 12 in the width direction, and on both sides in the width direction of the sewer pipe 18, the sewer pipe 18 is sandwiched between the sewer pipe 18 and the sewer pipe 18. A pair of fixing piles 2 partly driven into the groove bottom portion 14 of the excavation groove 12
2, 22 and a substantially U-shaped receiving arm 24 that supports the sewer pipe 18 from below and has hook portions 26, 26 at both ends, and a reverse for pressing and fixing the sewer pipe 18 from above. A U-shaped pressing arm 36, the hook portion 26 of the receiving arm 24 is abutted and locked on the upper end portion of the pair of fixing piles 22, and the hook portion 26 and the fixing pile are also provided.
An adjustment bolt 28 for adjusting the height position of the sewer pipe 18 supported by the receiving arm 24 by adjusting the gap width with the upper end of the sewer pipe 22 is screwed to the hook portion 26 of the sewer pipe. It is composed of a pipe dripping prevention device 10.
つぎに、掘削溝12内の長手方向に所定間隔を置いて複数
の丁張り板16を配設し、この丁張り板16上に前記掘削溝
幅方向の位置決めを行ないつつ下水道管18を載置し、該
下水道管18の幅方向両側であって、この下水道管18を挟
装するように前記掘削溝12の溝底部14に各一対の固定用
杭22、22を複数対打込み、両端部にフック部26を備え、
かつ、このフック部26に調整ボルト28が取付けられた略
U字状の受アーム24を、前記下水道管18の下方から周回
させ、同フック部26を前記固定用杭22、22の上端部に当
接係止させて下水道管18を下方から支持し、逆U字状の
押えアーム36を該下水道管18の上方から装着固定し、前
記フック部26と固定用杭22、22の上端部との間隙幅を調
整ボルト28によって調整することによってこの受アーム
24に支持された下水道管18の高さ位置調整を行なうこと
を特徴とする下水道管の管たれ防止方法から構成され
る。Next, a plurality of tension plates 16 are arranged at predetermined intervals in the longitudinal direction in the excavation groove 12, and the sewer pipe 18 is placed on the tension plate 16 while positioning in the excavation groove width direction. Then, on both sides in the width direction of the sewer pipe 18, a plurality of pairs of fixing piles 22, 22 are driven into the groove bottom portion 14 of the excavation groove 12 so as to sandwich the sewer pipe 18, and at both ends thereof. Equipped with a hook portion 26,
Further, the substantially U-shaped receiving arm 24 having the adjusting bolt 28 attached to the hook portion 26 is circulated from below the sewer pipe 18, and the hook portion 26 is provided at the upper end portion of the fixing piles 22 and 22. The sewer pipe 18 is supported from below by abutting and locking, and the inverted U-shaped pressing arm 36 is attached and fixed from above the sewer pipe 18, and the hook portion 26 and the upper ends of the fixing piles 22 and 22 are fixed. This receiving arm by adjusting the gap width of the
The height of the sewer pipe 18 supported by 24 is adjusted, and the sewer pipe is prevented from sagging.
(2)作用 本発明に係る管たれ防止装置は、掘削溝内の長手方向に
所定間隔を置いて配設された丁張り板と、この丁張り板
上に位置決めされて載置された下水道管の両側位置に適
当間隔に打込みされた一対の固定用杭と、この下水道管
を下方から支持し、前記各一対の固定用杭の上端部に係
止できるフック部を両端部に備えた略U字状の受アーム
と、該下水道管を上方から押えて固定するための逆U字
状の押えアームとから成るものであり、掘削溝内に配設
した丁張り板に下水道管を載着して溝幅方向の位置決
め、並びに溝底部に対する上下高さを調整し、更に下水
道管の下面を支持した受アームの両端のフック部を固定
用杭の上端に係止させると共にフック部に螺合された調
整ボルトでフック部と固定用杭上端との間隙を調整しな
がら下水道管の高さ位置を微調整し、その後で押えアー
ムを下水道管の上面に当接させて前記受アームと押えア
ームとを共に固定用支柱に釘止め固定することにより、
下水道管を精度良く維持して管たれを防止し、下水道管
の掘削溝の幅方向への位置決めや上下高さ位置決め調整
も高精度で、能率的に施工出来るものである。(2) Operation The pipe dripping prevention device according to the present invention is a sewage pipe arranged at a predetermined interval in the longitudinal direction in an excavation trench, and a sewer pipe positioned and placed on this stake plate. A pair of fixing piles driven into both sides of the fixing pile at appropriate intervals, and a hook portion which supports the sewer pipe from below and which can be engaged with the upper ends of the pair of fixing piles at both ends. It is composed of a V-shaped receiving arm and an inverted U-shaped holding arm for pressing and fixing the sewer pipe from above. The sewer pipe is mounted on the tensioning plate arranged in the excavation groove. Position in the groove width direction and adjust the vertical height with respect to the groove bottom.Furthermore, the hooks at both ends of the receiving arm supporting the lower surface of the sewer pipe are locked to the upper ends of the fixing piles and screwed into the hooks. Sewage while adjusting the gap between the hook part and the upper end of the fixing pile with the adjusting bolt By finely adjusting the height position of the conduit, after that the pressing arm is brought into contact with the upper surface of the sewer pipe and both the receiving arm and the pressing arm are nailed and fixed to the fixing column,
The sewer pipe is maintained with high accuracy to prevent pipe sag, and the positioning of the sewer pipe in the width direction of the excavation groove and the vertical height positioning adjustment can be performed with high accuracy and efficiency.
また、管たれ防止方法においては、掘削溝内の長手方向
に所定間隔を置いて複数の丁張り板を配設し、この丁張
り板上に前記掘削溝幅方向の位置決めを行ないつつ下水
道管を載置し、該下水道管の幅方向両側であって、この
下水道管を挟装するように前記溝底部に各一対の固定用
杭を複数対打込み、両端部にフック部を備え、かつ、こ
のフック部に調整ボルトが取り付けられた略U字状の受
アームを前記下水道管の下方から周回させ、同フック部
を前記固定用杭の上端部に当接係止させて下水道管を下
方から支持しつつ前記フック部と固定用杭の上端部との
間隙幅を調整ボルトによって調整することによってこの
受アームに支持された下水道管の高さ位置の微調整を行
い、その後で逆U字状の押えアームを該下水道管の上方
から装着して固定用杭に受アームと押えアームとを共に
固定し、前記受アームと押えアームとで下水道管を挟着
した状態で精度よく支持して管たれが発生することな
く、また管体の上下高さ、溝幅方向の位置決め調整も精
度良く、能率的な施工ができるものである。Further, in the pipe dripping prevention method, a plurality of staking plates are arranged at a predetermined interval in the longitudinal direction in the excavation groove, and the sewer pipe is positioned on the sizing plate in the width direction of the excavation groove. Placed on both sides in the width direction of the sewer pipe, a plurality of pairs of fixing pairs are driven into the groove bottom so as to sandwich the sewer pipe, and hooks are provided at both ends, and A substantially U-shaped receiving arm having an adjusting bolt attached to a hook portion is circulated from below the sewer pipe, and the hook portion is abutted and locked to an upper end portion of the fixing pile to support the sewer pipe from below. At the same time, the height of the sewer pipe supported by the receiving arm is finely adjusted by adjusting the gap width between the hook portion and the upper end portion of the fixing pile with the adjusting bolt, and then the inverted U-shape. Attach and fix the presser arm from above the sewer pipe Both the receiving arm and the pressing arm are fixed to the pile, and the sewer pipe is sandwiched between the receiving arm and the pressing arm with high precision to support the pipe without sagging, and the vertical height of the pipe body, Positioning adjustment in the groove width direction is also accurate, and efficient construction is possible.
(3)実施例 以下、添付図面により、本発明の好適な実施例について
説明する。(3) Examples Hereinafter, preferred examples of the present invention will be described with reference to the accompanying drawings.
第1図乃至第3図には本発明の第1実施例に係る下水道
管の管たれ防止装置10が示されている。1 to 3 show a drainage prevention device 10 for a sewer pipe according to a first embodiment of the present invention.
図において、下水道管の管たれ防止装置10は、掘削溝12
の溝底部14の長手方向に所定間隔で配設された丁張り板
16と、この丁張り板16の上面に掘削溝12の幅方向に位置
決めされて載着された任意径の下水道管18とを有してい
る。In the figure, a pipe dripping prevention device 10 for a sewer pipe is shown as an excavation groove 12
A tensioning plate arranged at predetermined intervals in the longitudinal direction of the groove bottom portion 14 of
16 and a sewer pipe 18 of an arbitrary diameter, which is positioned and mounted on the upper surface of the tension plate 16 in the width direction of the excavation groove 12.
前記丁張り板16は、背板の様な端材で形成され、前記溝
底部14に打込みされた一対の杭20、20に固定され、前記
下水道管18はこの丁張り板16に載着されて順次継手され
ながら埋め込み高さ位置が設定されるものである。The tensioning plate 16 is formed of an end material such as a back plate and is fixed to the pair of piles 20 and 20 driven into the groove bottom portion 14, and the sewer pipe 18 is mounted on the tensioning plate 16. The embedding height position is set while being sequentially joined.
前記下水道管18は、径が150、200、250mm、長さ400cm位
の塩ビ管、或はヒューム管より成り、前記丁張り板16に
載着された下水道管18の両側位置を挟装する様に溝底部
14に一対の固定用杭22、22が掘削溝12の長手方向に約20
0cm位の間隔をおいて順次打込みされている。The sewer pipe 18 comprises a PVC pipe having a diameter of 150, 200, 250 mm and a length of about 400 cm, or a fume pipe, and both sides of the sewer pipe 18 mounted on the tension plate 16 are sandwiched. In the groove bottom
A pair of fixing stakes 22, 22 are installed in the longitudinal direction of the trench 12 in the
It is driven in at intervals of about 0 cm.
前記各一対の固定用杭22、22の位置において、前記下水
道管18を下方から支持するために、第4図に示す様な、
金属またはプラスチックを素材として細長板を略U型状
に曲成した受アーム24が装着されている。In order to support the sewer pipe 18 from below at the position of the pair of fixing piles 22, 22, as shown in FIG. 4,
A receiving arm 24 formed by bending a slender plate into a substantially U shape using metal or plastic as a material is mounted.
この受アーム24は、その両端部に前記固定用杭22、22の
上端に係着するコ型状のフック部26、26を備え、このフ
ック部26、26には前記固定用杭22の上端との間隙を調整
するための調整ボルト28、28が螺合され、この調整ボル
ト28、28の下端は固定用杭22、22の上端の受座30、30に
支持されている。この調整ボルト28,28の正転、または
逆転によってフック部26、26は固定用杭22、22の上端部
に係着した状態で僅かに上下動して受アーム24に支持し
た下水道管18の高さを1乃至2cm位微調整でき、調整終
了後にフック部26、26の外側の釘孔より釘32を打込みし
てフック部26、26を固定用杭22、22に係止すものであ
る。The receiving arm 24 is provided with U-shaped hook portions 26, 26 that are engaged with the upper ends of the fixing piles 22, 22 at both ends thereof, and the hook portions 26, 26 have upper ends of the fixing piles 22. Adjusting bolts 28, 28 for adjusting the gap between the adjusting bolts 28, 28 are screwed together, and the lower ends of the adjusting bolts 28, 28 are supported by the seats 30, 30 at the upper ends of the fixing piles 22, 22. By the normal rotation or reverse rotation of the adjusting bolts 28, 28, the hook portions 26, 26 are vertically moved in a state of being engaged with the upper ends of the fixing piles 22, 22, and the sewer pipe 18 supported by the receiving arm 24. The height can be finely adjusted by about 1 to 2 cm, and after the adjustment is completed, the nail 32 is driven through the nail hole on the outside of the hook portions 26, 26 to lock the hook portions 26, 26 to the fixing piles 22, 22. .
なお、前記フック部26、26は、現場の状態によっては直
に固定用杭22、22の上端に係止出来ぬ場合もあり、その
時には第5図に示す様に、受アーム24の両端部を90度転
回34、34させた後で端部にフック部26、26を曲成して調
整ボルト28、28を螺合させることにより、固定用杭22、
22への装着が容易となる。The hooks 26, 26 may not be able to be directly locked to the upper ends of the fixing piles 22, 22 depending on the condition of the site. At that time, as shown in FIG. After being turned by 90 degrees 34, 34, the hooks 26, 26 are bent at the ends and the adjusting bolts 28, 28 are screwed into the fixing piles 22,
It becomes easy to attach to 22.
第6図には、前記受アーム24に支持させた下水道管18を
上方より押えて固定するための押えアーム36が示されて
いる。この押えアーム36は、前記受アーム24と同じく金
属またはプラスチックを素材とした細長板で逆U型状に
曲成され、その両下端部は90度転回34、34されて係止用
の釘孔が開孔されている。そして、第1図、第2図に示
す様に、前記受アーム24に支持された下水道管18の上面
に押えアーム36を圧接させて両下端部を固定用杭22、22
に釘32で係止するものである。FIG. 6 shows a pressing arm 36 for fixing the sewer pipe 18 supported by the receiving arm 24 by pressing it from above. Like the receiving arm 24, the holding arm 36 is formed of a slender plate made of metal or plastic and is bent in an inverted U shape. Both lower ends of the holding arm 36 are turned 90 degrees to lock nail holes. Has been opened. Then, as shown in FIGS. 1 and 2, the pressing arm 36 is pressed against the upper surface of the sewer pipe 18 supported by the receiving arm 24 to fix both lower ends thereof to the fixing piles 22, 22.
It is locked with a nail 32.
上記した様に、下水道管の管たれ防止装置10は、溝底部
14に配置した丁張り板16に下水道管18を載着して順次継
手しながら、この下水道管18の両側に約200cm位の間隔
をおいて固定用杭22、22を打込み、下水道管18の下面に
周回支持させた受アーム24の両端のフック部26、26を固
定用杭22、22の上端に係止して調整ボルト28、28で高さ
を微調整して釘32で固定し、次に押えアーム36で下水道
管18の上面を押圧して同じく固定用杭22、22に釘32で固
定してゆき、その後で溝底部14に下水道管18の上方20cm
位まで砂を敷き込み、掘削していた土を掘削溝122内に
埋め戻しするものであり、下水道管18を固定用杭22に釘
止めした受アーム24と押えアーム36で適当間隔をおいて
挟着することにより、地下埋設した下水道管18は精度良
く維持されて管たれを発生することなく、また、位置決
め調整も精度良く、能率的な施工ができるものである。As mentioned above, the pipe dripping prevention device 10 for the sewer pipe is
While mounting the sewer pipe 18 on the tensioning plate 16 arranged in 14 and sequentially coupling it, the fixing piles 22, 22 are driven into the sewer pipe 18 at intervals of about 200 cm on both sides of the sewer pipe 18, Hook portions 26, 26 at both ends of the receiving arm 24 supported on the lower surface in a circular manner are locked to the upper ends of the fixing piles 22, 22, and the height is finely adjusted with the adjusting bolts 28, 28, and fixed with the nail 32, Next, the upper surface of the sewer pipe 18 is pressed by the presser arm 36 and fixed to the fixing piles 22 and 22 with the nail 32, and then 20 cm above the sewer pipe 18 in the groove bottom portion 14.
Sand is laid up to the ground, and the excavated soil is backfilled in the excavation groove 122, and the sewer pipe 18 is nailed to the fixing pile 22 with an appropriate interval between the receiving arm 24 and the pressing arm 36. By sandwiching, the underground sewer pipe 18 is maintained accurately and does not generate pipe dripping, and positioning adjustment is also accurate and efficient construction is possible.
次に、下水道管の管たれ防止方法においては、掘削溝12
の溝底部14に所定間隔をおいて丁張り板16を配設し、そ
の上面に下水道管18を溝幅方向に位置決めして載着しな
がら順次継手して行き、その下水道管18の両側位置に適
当間隔をおいて固定用支柱22、22を打込み、下水道管18
の下面を略U型の受アーム24で支持させて両端部のフッ
ク部26、26を前記固定用杭22、22の上端に係着してフッ
ク部26、26に螺合させた調整ボルト28、28で受アーム24
の高さを調整して下水道管18を微調整して釘止めし、次
に逆U型の押えアーム36を下水道管18の上面に当接させ
て両端を固定用杭22、22に釘止めし、その後で溝底部14
に砂を敷き込みして掘削土を埋め戻しするものであり、
地中に埋設された下水道管18を受アーム24と押えアーム
36とで精度良く維持するため管たれが発生することな
く、下水道管の位置決め、高さの調整も正確に出来、能
率的な施工ができることとなる。Next, in the pipe dripping prevention method of the sewer pipe, the excavation groove 12
Tension plates 16 are arranged at predetermined intervals on the groove bottom 14 of the sewer pipe, and sewer pipes 18 are positioned on the upper surface in the groove width direction and sequentially mounted while being mounted. Fixing columns 22, 22 are driven into the sewer pipe 18 at appropriate intervals.
The lower surface of the support bolt 24 is supported by a substantially U-shaped receiving arm 24, and the hook portions 26, 26 at both ends are engaged with the upper ends of the fixing piles 22, 22 and screwed to the hook portions 26, 26. , 28 with receiving arm 24
Of the sewer pipe 18 by finely adjusting the height of the sewer pipe, and then fixing the inverted U-shaped presser arm 36 to the upper surface of the sewer pipe 18 to fix both ends to the fixing piles 22 and 22. Then groove bottom 14
Sand is laid on the ground to backfill the excavated soil.
The sewer pipe 18 buried in the ground receives the receiving arm 24 and the holding arm
With 36, the pipe is not dripping because it is maintained accurately, the sewer pipe can be positioned and the height can be adjusted accurately, and efficient construction can be performed.
III.発明の効果 以上説明したように、請求項1に係る本発明の下水道管
の管たれ防止装置は、掘削溝の溝底部に下水道管を配設
するための丁張り板と、この丁張り板の上面で溝幅方向
への位置決めを調整しながら載着継手される下水道管の
両側位置に打込みする複数組みの固定用杭と、下水道管
の下面を支持させて固定用杭の上端部に係着する調整ボ
ルト付のフック部を有した受アームと、下水道管の上面
を押圧固定する押えアームとを備えたことにより、下水
道管を単に生まし針金で巻着して杭に係止した場合に比
べ、下水道管を受アームと押えアームとで所定の幅及び
高さ位置に精度良く維持出来、下水道管に管たれが発生
することがない。III. Effects of the Invention As described above, the pipe dripping prevention device for a sewer pipe according to the first aspect of the present invention includes a tensioning plate for arranging the sewer pipe at the bottom of the excavation trench, and this tensioning. While adjusting the positioning in the groove width direction on the upper surface of the plate, multiple sets of fixing piles that are driven into both sides of the sewer pipe to be mounted and jointed, and on the upper end of the fixing pile that supports the lower surface of the sewer pipe Since the receiving arm having the hook portion with the adjusting bolt to be engaged and the pressing arm for pressing and fixing the upper surface of the sewer pipe are provided, the sewer pipe is simply wrapped with the raw wire and locked to the pile. Compared with the case, the sewer pipe can be accurately maintained at a predetermined width and height position by the receiving arm and the pressing arm, and the sewer pipe does not sag.
また、下水道管に夾雑物の滞留による水流の悪化、破断
漏水等もなく、下水道管の地下における位置決め、上下
高さの調整も精度良く施工でき、作業の手直しもなく能
率的な施工ができる。In addition, there is no deterioration in water flow due to the accumulation of foreign substances in the sewer pipe, breakage leakage, etc., positioning of the sewer pipe in the basement and adjustment of the vertical height can be performed accurately, and efficient work can be performed without reworking.
次に、請求項2によれば、本発明の下水道管の管たれ防
止方法は、掘削溝の溝底部に丁張り板を所定間隔をおい
て配設し、この丁張り板の上面で溝幅方向への位置決め
と上下高さとを調整しながら下水道管を載着継手させ、
その後で、下水道管の両側位置に打込みした複数組みの
固定用杭に下水道管の下面を支持させた受アームを高さ
調整自在に係止すると共に上面に当接させた押えアーム
を同じく係止させることにより、下水道管の上下高さ、
溝幅方向等への位置決め調整を高能率、かつ、高精度に
行なうことが可能である。Next, according to a second aspect of the present invention, in the method for preventing sewerage of a sewer pipe according to the present invention, a claw plate is provided at a groove bottom portion of an excavation groove at a predetermined interval, and a groove width is provided on an upper surface of the claw plate. The sewer pipe is mounted and jointed while adjusting the positioning in the direction and the vertical height,
After that, the height of the receiving arm that supports the lower surface of the sewer pipe is locked to the multiple sets of fixing piles that are driven into both sides of the sewer pipe so that the height of the receiving arm can be adjusted, and the pressing arm that is in contact with the upper surface is also locked. The vertical height of the sewer pipe,
Positioning adjustment in the groove width direction and the like can be performed with high efficiency and high accuracy.
したがって、一度埋め戻した後に掘り直して行なう手直
し作業もほとんどなく、下水道管の敷設作業を能率的、
しかも安全に施工できることとなる。Therefore, there is almost no reworking work after refilling once and then digging again, and the laying work of the sewer pipe is efficient
Moreover, it can be safely constructed.
第1図は、本発明の実施例に係る下水道管の管たれ防止
装置を示した一部拡大斜視図 第2図は、管たれ防止装置の正面図、 第3図は、その側面図、 第4図は、固定用杭に受アームを係止させた正面図、 第5図は、同じく固定用杭に他の実施例の受アームを係
止させた正面図、 第6図は、押えアームの正面図、 第7図は、管たれ防止装置により支持された下水道管の
平面図である。 10……下水道管の管たれ防止装置、12……掘削溝、14…
…溝底部、16……丁張り板、18……下水道管、22……固
定用杭、24……受アーム、26……フック部、28……調整
ボルト、36……押えアームFIG. 1 is a partially enlarged perspective view showing a pipe dripping prevention device for a sewer pipe according to an embodiment of the present invention. FIG. 2 is a front view of the pipe dripping prevention device, and FIG. 3 is a side view thereof. FIG. 4 is a front view in which a receiving arm is locked to a fixing pile, FIG. 5 is a front view in which a receiving arm of another embodiment is locked to the fixing pile, and FIG. 6 is a presser arm. FIG. 7 is a plan view of the sewer pipe supported by the pipe dripping prevention device. 10 …… Sewer pipe dripping prevention device, 12 …… Excavation groove, 14…
… Groove bottom, 16 …… Clamp plate, 18 …… Sewer pipe, 22 …… Fixing pile, 24 …… Receiving arm, 26 …… Hook part, 28 …… Adjusting bolt, 36 …… Pressing arm
Claims (2)
設された丁張り板と、 この丁張り板上に前記掘削溝幅方向の位置決めを行ない
つつ載置された下水道管と、 該下水道管の幅方向両側であって、この下水道管を挟装
するように前記掘削溝の溝底部に一部を打込みされた一
対の固定用杭と、 この下水道管を下方から支持し、両端部にフック部を備
えた略U字状の受アームと、 該下水道管を上方から押えて固定するための逆U字状の
押えアームとを有し、 前記受アームのフック部は前記一対の固定用杭の上端部
に当接係止され、かつ、同フック部と固定用杭の上端部
との間隙幅を調整することによってこの受アームに支持
された下水道管の高さ位置調整を行なうための調整ボル
トが同フック部に螺合されて成る下水道管の管たれ防止
装置。1. A tensioning plate arranged at a predetermined interval in the longitudinal direction in the excavation groove, and a sewer pipe placed on the tensioning plate while positioning in the excavation groove width direction. A pair of fixing piles, which are on both sides in the width direction of the sewer pipe, are partially driven into the groove bottom of the excavation groove so as to sandwich the sewer pipe, and the sewer pipe is supported from below, and both ends are supported. A substantially U-shaped receiving arm having a hook portion on its part, and an inverted U-shaped holding arm for pressing and fixing the sewer pipe from above. The height position of the sewer pipe supported by the receiving arm is adjusted by abuttingly locking the upper end of the fixing pile and adjusting the gap width between the hook and the upper end of the fixing pile. Sewage prevention device for sewer pipes, in which adjustment bolts for
数の丁張り板を配設し、 この丁張り板上に前記掘削溝幅方向の位置決めを行ない
つつ下水道管を載置し、 該下水道管の幅方向両側であって、この下水道管を挟装
するように前記掘削溝の溝底部に各一対の固定用杭を複
数対打込み、 両端部にフック部を備え、かつ、このフック部に調整ボ
ルトが取り付けられた略U字状の受アームを、前記下水
道管の下方から周回させ、同フック部を前記固定用杭の
上端部に当接係止させて下水道管を下方から支持し、 逆U字状の押えアームを該下水道管の上方から装着固定
し、 前記フック部と固定用杭の上端部との間隙幅を調整ボル
トによって調整することによってこの受アームに支持さ
れた下水道管の高さ位置調整を行なうことを特徴とする
下水道管の管たれ防止方法。2. A plurality of siding plates are arranged at a predetermined interval in the longitudinal direction in the excavation trench, and a sewer pipe is placed on the stencil plate while positioning in the excavation trench width direction, Plural pairs of each pair of fixing piles are driven into the bottom of the excavation groove on both sides in the width direction of the sewer pipe so as to sandwich the sewer pipe, and hooks are provided at both ends, and the hook is provided. A substantially U-shaped receiving arm having an adjusting bolt attached to its portion is circulated from below the sewer pipe, and the hook portion is abutted and locked to the upper end of the fixing pile to support the sewer pipe from below. Then, an inverted U-shaped pressing arm is attached and fixed from above the sewer pipe, and the sewer supported by the receiving arm is adjusted by adjusting the gap width between the hook portion and the upper end of the fixing pile with an adjusting bolt. Sewage characterized by adjusting the height of the pipe Tube sauce prevention method of the tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2305580A JPH0726705B2 (en) | 1990-11-09 | 1990-11-09 | Sewer pipe sag prevention device and sewer pipe sag prevention method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2305580A JPH0726705B2 (en) | 1990-11-09 | 1990-11-09 | Sewer pipe sag prevention device and sewer pipe sag prevention method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04181083A JPH04181083A (en) | 1992-06-29 |
| JPH0726705B2 true JPH0726705B2 (en) | 1995-03-29 |
Family
ID=17946857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2305580A Expired - Lifetime JPH0726705B2 (en) | 1990-11-09 | 1990-11-09 | Sewer pipe sag prevention device and sewer pipe sag prevention method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0726705B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100664876B1 (en) * | 2006-09-29 | 2007-01-09 | 주식회사 삼안 | Water Supply Small Pipe Joint Connector Structure |
| KR100827009B1 (en) * | 2007-12-03 | 2008-05-06 | (주)창민기술단 | Earth plate for water and sewage pipe laying |
-
1990
- 1990-11-09 JP JP2305580A patent/JPH0726705B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04181083A (en) | 1992-06-29 |
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