JPS59224739A - Meeting measure - Google Patents

Meeting measure

Info

Publication number
JPS59224739A
JPS59224739A JP58097734A JP9773483A JPS59224739A JP S59224739 A JPS59224739 A JP S59224739A JP 58097734 A JP58097734 A JP 58097734A JP 9773483 A JP9773483 A JP 9773483A JP S59224739 A JPS59224739 A JP S59224739A
Authority
JP
Japan
Prior art keywords
main body
kaisho
masu
receiving frame
bellows
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.)
Granted
Application number
JP58097734A
Other languages
Japanese (ja)
Other versions
JPS6243019B2 (en
Inventor
森 由喜男
稲井 滉
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.)
Sekisui Chemical Co Ltd
Takenaka Komuten Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Takenaka Komuten Co 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 Sekisui Chemical Co Ltd, Takenaka Komuten Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP58097734A priority Critical patent/JPS59224739A/en
Publication of JPS59224739A publication Critical patent/JPS59224739A/en
Publication of JPS6243019B2 publication Critical patent/JPS6243019B2/ja
Granted legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 木ノi明は、山水排水用、イIL排水月」、防JA小雑
排水用など各種の排水用会所桝の改良技術1こ関するも
のである。
[Detailed Description of the Invention] Kino Iaki is concerned with the improvement technology of various drainage basins such as those for mountain drainage, IL drainage, and anti-JA small miscellaneous drainage.

会Jシr桝の椎工は、4゛・所桝を設i、′?すべき地
盤に穴を:]、j11ってこれに会所+、1tを入れ込
み、かつ、出入の排水管を接続して、該会所桝のまわり
を埋戻ずのであるが、会所和1の中心か所定の成財位置
からずれたシ、全体か傾斜したり、更には、所定深さよ
シも深くなった#)浅くなったシしやすいものである。
Shiiko of the Society J Shiromasu set up 4゛・Tokoromasu i,'? A hole is made in the ground where it should be: ], j11 is inserted into this hole, and an inlet/output drainage pipe is connected, and the area around the hole is not backfilled, but the center of Kaishowa 1 is It is easy to deviate from the predetermined position, tilt the entire structure, or even become shallower than the predetermined depth.

而して、中心の位置ずれがあると、例えば会所収[をM
?家との境界近くに設(tへ’する場合、境界用のブロ
ック塀を設ける際に、y)fの一部か会所桝の上端開口
を閉塞するマンホールjム・の受枠に当υ、そのため受
枠取(N1部分の手直し工JJ(が必要になることかあ
る。また、会1シ[桝全体のは4′ムきや埋込み深さの
狂いによって、マンホール稀のルψhの受枠は、路面の
勾配と合致するように、会所桝に苅して傾斜させて取り
イ」けられるものであるが、この作業はかな’) 1r
ri Qllである。しかも、3M路の舗装工事は、会
j3Ii例給、1後に行なわれるので、この時点で、受
枠の韻斜角曵や晶さにa′4汝があることがわかった場
合、その手直し工事は、例えば舗装路面のコンクリート
をイνfり取υ、会H[桝萄し[1を掘シ起こすと共に
、υ1水管との接続部を破壊して、会Iシ「桝を取り出
し、しかる後、新品の会所桝を設置し直すといった非常
に大がかりなものとなる。
Therefore, if there is a misalignment of the center, for example,
? If a block wall is installed near the boundary with a house, when installing a block wall for the boundary, a part of y) f is placed on the receiving frame of the manhole j that blocks the upper end opening of the chamber, so that In some cases, it may be necessary to repair the N1 part of the manhole. Also, due to the irregularities in the overall length of the manhole or the depth of the embedding, the receiver frame of the manhole hole ψh may not be suitable for the road surface. It can be removed by plowing and sloping it into the kaisho-mau so that it matches the slope of the slope.
This is ri Qll. Moreover, the paving work for 3M Road will be carried out after 1 day, so if it is discovered at this point that there is a problem with the rhyme and angle of the frame, the rework work will be carried out. , for example, remove the concrete from the paved road surface, dig out the concrete from the pavement, dig up the pipe, destroy the connection to the water pipe, remove the pipe, and then replace it with a new one. It will be a very large-scale project, including reinstalling the kaisho-masu.

本発明は、これらのtHJ 廟をM決できる会所桝を提
供するものである。
The present invention provides a kaisho-masu capable of determining these tHJ mausoleums.

以下、本発明の笑柿例を図面に基いて説明する。Hereinafter, a persimmon example of the present invention will be explained based on the drawings.

第1図は会所桝の縦11ur面図を示す。この会所桝は
、有底商法の会所桝本体1と、その上部にボルト連結さ
れた高さ調聚筒2と、その1部にボルト連結された蛇腹
j:’iH3ならび(こ該蛇腹筒3の上部にボルト31
F結された受A’?−固定用右座4によって111¥成
され、前記台座4に金属製の受枠5をボルト連結し、該
受枠5Iこ対して、全1θ口昶のマンホール蓋6を着脱
自任に嵌着すべく hA成されている。7・・・は各部
祠の連結用ボルト・ナツトである。
Figure 1 shows a vertical 11 ur plan view of the Kaisho-masu. This kaisho-masu consists of a bottomed kaisho-masu body 1, a height-adjusting tube 2 connected to its upper part with bolts, a bellows j:'iH3 connected to a part of it with bolts, and a bellows tube 3. Bolt 31 at the top of
F-tied Uke A'? - 111 yen is formed by the fixing right seat 4, a metal receiving frame 5 is connected to the pedestal 4 with bolts, and a manhole cover 6 with a full 1θ opening can be attached and detached at will to the receiving frame 5I hA has been completed. 7... are bolts and nuts for connecting each part of the shrine.

前記会所桝本体1、篩さ調整筒2、台hζ4は、塩化ビ
ニル、ポリプロピレン、ポリエチレン、繊維強化プラス
チック等の合成囮脂材の射出成型等によって製作された
ものである。n11記会j9?桝本体1の周壁8の上9
j^1外1t5も+++こはj4仄リブ8aか形成され
、前記+tJ4VBのjすT ’< Iy> j9r 
+こは、IN囲を厚肉にした排水骨折ii +lJ川の
MJ’ itn孔9が形成されている。そして底JI7
s 1 gには、会所桝内の雨水を地中に浸沫させて趙
う〔させるための開1」11・・・が形成されている。
The chamber main body 1, sieve size adjustment tube 2, and stand hζ4 are manufactured by injection molding of synthetic decoy material such as vinyl chloride, polypropylene, polyethylene, fiber-reinforced plastic, or the like. n11 meeting j9? Top 9 of the peripheral wall 8 of the box body 1
j^1 outside 1t5 is also +++ this j4 rib 8a is formed, and the above +tJ4VB jsuT'<Iy> j9r
+ Here, a drainage fracture ii +lJ river MJ' itn hole 9 is formed with a thick IN wall. And the bottom JI7
In s1g, an opening 111 is formed to allow rainwater in the hall to permeate into the ground.

前記jT its孔9は、挿J1nずべき排水1i 1
2よりもやや大伜であって、その内局面にはlLj吠凹
91≦13が形成され、各理法凹部15Iこは、合成ゴ
ム卑fの5111慴三伺制よシなる■量吠のパツキン1
4が理法凹部13内面と密接した伏!狽に嵌め込オれて
いる。パツキン14としては、断面が円形、長円形、四
角形のものなど、ゎ11々のt4;# 1j+形仄のも
のを使用できるが、この実施例では、第2図にその断面
を示すように、排水管種油方向下手側(会所桝の内(+
111 ) Iよと小伜になるよう(こ11f1斜した
理法リプaが形成されたパツキン14を用いている。こ
れは、排水管12の挿通をヤI易ならしめると共に、理
法リブaか排水管12の外局面とよく密接して高いシー
ル効果が得られるようにしたものである。また、貫通孔
9の内縁部及び外7 @((jこは遍疫な丸みをっけ、
パツキン14に保持された排水管12が、員ii’fi
4t、9の軸芯Pjこ対してあらゆる方向に傾動し得る
ように構成しである。これは、排水管12を貫通孔9に
その軸芯Pに対して傾斜した伏」l()に挿通でき、も
って、排水勾配の確保、会所桝と排水管12の位F7ず
れの吸収等を行なえるようにしたものである。
The above-mentioned jTits hole 9 should be inserted into the drainage hole 1i 1
It is slightly larger than 2, and a concave 91≦13 is formed on its inner surface, and each concave part 15I is made of synthetic rubber base f 5111. 1
4 is in close contact with the inner surface of the logical recess 13! It's stuck in the box. As the gasket 14, those having a circular, oval, or square cross section, or other shapes of ゎ11, t4; Drainage pipe type: Downward side in oil direction (inner side of Kaisho masu (+
111) A gasket 14 is used in which a slanted rib a is formed so that the drain pipe 12 is easily inserted. It is designed to be in close contact with the outer surface of the pipe 12 to obtain a high sealing effect.In addition, the inner edge and outer edge of the through hole 9 are uniformly rounded.
The drain pipe 12 held in the packing 14 is
It is constructed so that it can tilt in any direction with respect to the axis Pj of 4t and 9. This allows the drain pipe 12 to be inserted into the through hole 9 at a slope inclined with respect to its axis P, thereby ensuring a drainage slope and absorbing the misalignment F7 between the drain pipe and the drain pipe 12. It was made possible to do so.

上記の会所桝本体1は、合成tji4脂製であるため、
軽量で欠けも生じにくく、連結や取扱いが容易である。
Since the above-mentioned kaisho-masu body 1 is made of synthetic tji4 resin,
It is lightweight, does not easily chip, and is easy to connect and handle.

しかも、成型と同時に貫通孔9を形成するものであるか
ら、規場での孔あけ作条やそのための工具が一切不要で
ある。
Moreover, since the through-holes 9 are formed at the same time as the molding, there is no need for on-site drilling or tools for this purpose.

さらに、排水管12をパツキン141こ差し込むだけで
排水骨身の会所桝本体1に対する接′htが完了するの
で、「IWちにこれを埋め仄すことができ、工期の大幅
な短縮が可能である。
Furthermore, simply by inserting the drain pipe 12 into the gasket 141, the connection of the drainage frame to the main body 1 of the drainage basin is completed, so it is possible to fill in the drainage pipe immediately and shorten the construction period significantly. .

また、排水管12を任意の方向にIQ′1斜させて接続
できるから、排水勾配の74“保、会所桝と排水管12
の位置ずれの駁収等が容易であり、さらlこは、#に続
続においても、パツキン14の弾性変形によシ会所桝本
体1と排水管12のある程度の相対移動が可能なため、
地XIJや車軸走行の振動等に起因する接続部の破損や
これによる水洩れの発生を回避できる。
In addition, since the drain pipe 12 can be connected at an angle of IQ'1 in any direction, the drainage slope can be maintained at 74", and the drain pipe 12 can be connected to the drain pipe 12 in any direction.
It is easy to correct the misalignment of the drain pipe 12, and even when it is connected to #, the elastic deformation of the packing 14 allows a certain degree of relative movement between the main body 1 and the drain pipe 12.
It is possible to avoid damage to the connection parts caused by vibrations caused by ground XIJ or axle running, and the occurrence of water leakage due to this.

尚、会所桝本体1に設ける■通孔9の個数は適宜設定さ
れるべきものであシ、例えば、〃L入用と流出用のコ個
だけでもよいが、抽々の条件下で使用できるように、3
個以上設けておき、使用しない貫通孔9を、当該貴油孔
9のパツキン14に密接する栓体15で閉ツバすべく構
成すにも示すように、底壁1o中央部を中心として放射
法に形成されてお夛、かつ、低壁1oの強度が損われな
いように、中心から遠いものをよと、開口面積が大きく
なっている。そして、o11記底壁107こは、前記開
口11・・・の開0面積を父更するための囲口面積変史
機構Aが設けられている。
The number of through holes 9 provided in the main body 1 of the chamber should be set appropriately.For example, it is sufficient to have only 1 through holes 9 for L inlet and outlet, but it can be used under certain conditions. Like, 3
The through hole 9 that is not used is closed with a stopper 15 that is in close contact with the gasket 14 of the precious oil hole 9. In order to prevent the strength of the low wall 1o from being impaired, the area of the opening is larger in those farther from the center. The bottom wall 107 o11 is provided with a surrounding area changing mechanism A for changing the open area of the openings 11.

゛図示の開口面積父更橘横Aは、次のように構成したも
のである。即ち、前記周壁8の内径よりもやや小径の合
成樹脂製円板1611.底壁10の開口11・・・とt
lぽ同一パターンの開口17・・・を形成すると共に、
該円板16 、その中心部を貫i+i]して底壁10中
央部に螺合するビス181コ、l:、9、i@ 10 
ニi、Hdヒz 181i’tlりで回Ii云自在に取
り付け、MiJ MQ円板16をヒフ18周シでIli
!1転操作することにより、r’r’+I記円板16の
開口17・・・とIjE、)M、1Dの開口11・・・
がtlは合致して開口面積が最大となった全開法lルか
ら、1111記開口17・・・、11・・・の位1〆す
がずれて、開口lJn積が零となった全閉伏態とにわた
って、開口1且1槓を任意番こ変更できるように114
成しである。尚、円板16には、前記ビア、1Bを中心
とする円弧法の長孔19とその近傍部に位置する丸孔2
0が形成され、長孔19にjfiしたビス21を底壁1
0iこ螺合しである。
゛The illustrated opening area A is constructed as follows. That is, a synthetic resin disc 1611. whose diameter is slightly smaller than the inner diameter of the peripheral wall 8. Opening 11 of bottom wall 10... and t
While forming openings 17 with the same pattern,
A screw 181 passes through the center of the disk 16 and is screwed into the center of the bottom wall 10, l:, 9, i@10.
Attach the MiJ MQ disc 16 freely by turning the head 181 times, and attach it by turning the MiJ MQ disc 16 around the head 18 times.
! By performing one rotation operation, the opening 17 of the disk 16 marked r'r'+I and the opening 11 of IjE, )M, 1D...
However, from the fully open method in which tl matches and the aperture area is maximized, the 1111 openings 17..., 11... are shifted by 1, and the aperture product becomes zero, which is the fully closed method. 114 so that you can change the number of openings 1 and 1 at any time during the prone position.
It is completed. Note that the circular plate 16 has a long hole 19 in a circular arc method centered on the via, 1B, and a round hole 2 located in the vicinity thereof.
0 is formed and the screw 21 which is inserted into the long hole 19 is inserted into the bottom wall 1.
0i is screwed together.

従って、1記会所桝を山水の排水系番ご用いる場合、会
所桝の設置時(好ましくは、穴内に置く前に)、円板1
6の回転操作を行なって、円板16の開口17・・・と
底壁10の開口11・・・をラッグさせておくことによ
シ、会pJr桝内の雨水を地中に浸透させることができ
る。透水率(開口11・・・から洩れ出る量)は、円板
16の回転操作による開口面積の変更(こよって任意に
調製でき名。しかも、開口面積を零にすることもできる
ので、会所桝内の水か系外1こ洩れ出ることを防ぐ必要
がある雑排水系に対しても、1記会所桝を使用できる。
Therefore, when using the kaisho-masu in the drainage system of the mountain water, when installing the kaisho-masu (preferably before placing it in the hole), the disc 1
By carrying out the rotation operation in step 6 to cause the openings 17 of the disc 16 and the openings 11 of the bottom wall 10 to overlap, the rainwater in the pJr box can permeate into the ground. I can do it. The water permeability (the amount leaking from the openings 11) can be adjusted arbitrarily by changing the opening area by rotating the disc 16.Moreover, since the opening area can be made zero, The 1-Kaisho-masu can also be used for gray water systems where it is necessary to prevent water inside the system from leaking out.

また、透水鮮二を適当lこ設定した吠1諒において、t
3iJ記ビス21を締め込むことにより、円&16を固
定することができるが、tr壁1oの(i14011・
・・を全閉又は全開にした伏態で用いる場合、あるいは
、所望の面積だけ開口させて用いる場合、必要かあれば
、前記丸孔20から底壁10にタツピングビス(図示せ
ず)をねじ込んで、911記ビア、21が緩んでも、円
板16の不測な移動を防止できるようにしてもよい。
In addition, in the first ryo, which is set appropriately for Tosui Senji, t
By tightening the screw 21 marked 3iJ, the circle &16 can be fixed.
When using it in a completely closed or fully open position, or when using it with a desired area opened, if necessary, screw a tapping screw (not shown) into the bottom wall 10 from the round hole 20. , No. 911, even if the via 21 becomes loose, it may be possible to prevent unexpected movement of the disk 16.

尚、図中の22は目の細かい合成樹脂製の網であ)、開
口11・・・、17・・・から会所桝本俸1内へ土砂が
逆流入するのを防止する役目を果す。
In addition, the reference numeral 22 in the figure is a mesh made of fine synthetic resin), which serves to prevent earth and sand from flowing back into the hall 1 from the openings 11 . . . , 17 .

この網22は、円板16と底壁10の間に介装されてい
るが、底壁10の下面側に設けて実施するととも可能で
おる。前記開口11・・・を全閉の伏態とする場合、あ
るいは、底壁10の接する地面に砂利等が敷かれて、土
砂の流入する虞れがない場合には、網22を省略するこ
とが可能である。
This net 22 is interposed between the disk 16 and the bottom wall 10, but it can also be provided on the lower surface side of the bottom wall 10. The net 22 may be omitted when the openings 11 are completely closed or when gravel or the like is spread on the ground in contact with the bottom wall 10 so that there is no risk of dirt flowing in. is possible.

m]記高さ調整筒2は、会所桝本体1の内径にほぼ等し
い外径を有し、かつ、会73’?桝本体1の周壁8上部
側に16方向等間隔に設けられたボルト孔に対応すると
下板数段のボルト孔孔23・・・を有している。そして
、これらボルト孔の選択をこより、会所桝本体1に対す
る連結位1ヒtを友え、会所桝全体としての高さを粗調
整すべく(1q成しである。
m] The height adjustment tube 2 has an outer diameter that is approximately equal to the inner diameter of the chamber main body 1, and has an outer diameter of 73'? Corresponding to the bolt holes provided at equal intervals in 16 directions on the upper side of the peripheral wall 8 of the box body 1, the lower plate has several stages of bolt holes 23. Then, by selecting these bolt holes, one hit of connection to the main body 1 of the main body 1 can be achieved, and the height of the entire main body 1 can be roughly adjusted (1q).

尚、高さ調整筒2のボルト孔26・・・は、北上各段に
おいて、局方向の位相差をもつ伏!垢に配列されている
。これは、ボルト孔孔によって強度が損われないように
配慮したものである。必要があれば、ボルト連結に使わ
ないボルト孔を栓体で閉塞しておいてもよい。
In addition, the bolt holes 26 of the height adjustment cylinder 2 are vertical with a phase difference in the local direction at each stage in the north direction. They are neatly arranged. This is to ensure that the strength is not compromised by the bolt holes. If necessary, bolt holes not used for bolt connection may be closed with plugs.

前記蛇腹筒6は、軸芯方向への伸縮並びlこ軸芯の曲シ
が自在であり、軟質塩化ビニルや合成ゴム等の合成樹脂
のみにて製作してもよいが、この実施例では、これらの
合成樹脂よυなる蛇腹本体6aと蛇腹本体3aを保形す
るためlこ、網吠や螺旋伏等として蛇)jり本体3aの
肉厚内に埋設された金属製芯伺5bとによって製作し、
蛇腹筒3を髪形させたl’:Rsその形吠か保たれるよ
う(こ構成しである。
The bellows tube 6 can be freely expanded and contracted in the axial direction, and can be made of a synthetic resin such as soft vinyl chloride or synthetic rubber, but in this embodiment, In order to maintain the shape of the bellows main body 6a made of these synthetic resins and the bellows main body 3a, the bellows main body 3a is formed by a metal core 5b buried within the thickness of the main body 3a. produced,
The bellows tube 3 is shaped so that its shape is maintained.

前記受枠固定用台座4は、商法ms 46とフランジ部
4bとから成り、商法部4aをt4iJ記蛇腹的3の上
端開口に賊大した状態で、蛇腹筒6にボルト連結し、フ
ランジ部4bに前記受枠5をホルト連結すべく構成され
ている。
The receiving frame fixing pedestal 4 consists of a commercial ms 46 and a flange part 4b, and the commercial part 4a is enlarged to the upper opening of the bellows part 3, and is connected to the bellows tube 6 by bolts, and the flange part 4b is connected to the bellows tube 6 by bolts. It is configured to connect the receiving frame 5 with a bolt.

上記の構成によれば、前述した会所桝本4A−1に対す
る高さ調整局2の連結位置変更によって、前記受枠5の
高さを上下に大きく変更することができ、かつ、蛇腹筒
6の軸芯方向への伸縮操作によって、受枠5の高さを@
調整すること力fできる。そして、蛇腹筒3の曲げ操作
によって、受枠5を任意の方向に傾斜させたp、軸芯(
こ苅して垂直な面内で平行移動させたりすることカダ可
能である。従って、地中に埋設される会所桝本体1の深
さが、設置場所によって異なるような場合でも、あるい
は、嫌エミス、施工誤差番こよって、設計よりも深く又
は浅く埋設されたり、会所桝本体1の中心が所定位1ヒ
エからずれたり、傾いた伏腕に埋設されても、また会所
桝本体1が鉛直に埋設され、その周囲の地面力脣f1斜
しているような場合であっても、蛇1LIL !’a 
’5の姿勢父更によって、容易(ここれに対拠できる。
According to the above configuration, by changing the connection position of the height adjustment station 2 to the above-mentioned Kaisho Masumoto 4A-1, the height of the receiving frame 5 can be significantly changed up and down, and the axis of the bellows tube 6 can be changed significantly. The height of the receiving frame 5 can be changed by expanding and contracting in the direction @
The power can be adjusted. Then, by bending the bellows tube 3, the receiving frame 5 is tilted in an arbitrary direction.
It is possible to move the object in parallel in a vertical plane. Therefore, even if the depth of the kaisho-masu body 1 to be buried in the ground varies depending on the installation location, or due to the avoidance of errors or construction errors, the kaisho-masu body 1 may be buried deeper or shallower than the design. Even if the center of 1 deviates from the specified position 1 or is buried in a tilted arm, or if the main body 1 of the kaisho-masu is buried vertically and the ground force around it is slanted, Also, snake 1LIL! 'a
By changing the posture of '5, you can easily counter this.

れた複数イ固の開口11・・・と、これらのうち任意の
開口11・・・を閉基てきるようにした係数個の栓体と
から成る構成。
A configuration consisting of a plurality of openings 11... and a coefficient number of plugs that can close any one of these openings 11.

■ 雨水集九月の開口11・・・を排水管12よりも下
方の同v8に設けて、これら開口11・・・のうち、任
意のものを栓体で閉>’l’=できるようにするか、前
記円板16に+[1当する部材を円固吠にして、周壁8
に沿って回軸させるようにした構成。
■ Rainwater collection openings 11... are provided in the same v8 below the drain pipe 12, and any of these openings 11... can be closed with a stopper >'l'= Alternatively, the member corresponding to the disk 16 should be made circular, and the peripheral wall 8
A configuration in which the axis is rotated along the .

■ 高さil+″4整筒2を整時2て、会所桝本体1に
蛇腹筒6を直接連結する構成。
■ A structure in which the bellows tube 6 is directly connected to the main body 1 of the chamber box with the height il+''4 of the adjustable tube 2 being adjusted 2.

■ 第4図(イ)に示すように、蛇nW尚3を上部側は
ど小枠のテーパ伏とする構1戊。このような構成とすれ
ば、会所桝容績を所定ILllりにしながらも、前述し
た受枠5やマンホール蓋/蓋6を小型、軽敞化すること
ができる。
■ As shown in Figure 4 (a), the structure 1 is such that the upper part of the snake nW 3 is tapered down with a small frame. With such a configuration, the receiving frame 5 and the manhole cover/lid 6 described above can be made smaller and lighter while keeping the chamber capacity to a predetermined level.

■ 第4図(ロ)に示すように、蛇腹筒3を上部側はど
大径のテーパ伏とする構成。この場合には、マンホー)
v蓋6の上部にがかるMMiを、蛇腹筒6で分散して地
盤に受けさせることができる。
■ As shown in FIG. 4 (b), the bellows tube 3 has a tapered structure with a large diameter on the upper side. In this case, Manho)
The MMi hanging on the top of the v-lid 6 can be dispersed and received by the ground using the bellows tube 6.

の 第4図(ハ)に示すように、蛇腹筒3を角形にする
構成。これは、゛会所桝本体1やマンホール曽6か角形
である場合に用いられるものである。図示しないが、受
枠固定台座4は蛇腹筒3と同様に角形のものが使用され
る。
As shown in FIG. 4 (c), the bellows tube 3 is configured to have a square shape. This is used when the main body 1 and the manhole 6 are square. Although not shown, the receiving frame fixing pedestal 4 is rectangular like the bellows tube 3.

■ 第4図に)に示すように、蛇腹fi’iT 3の上
部と下部の開口形吠を異ならしめる構成。具体的には、
蛇腹筒3の北部側開口を角形と成し、下部側開口を丸形
と成したものである。このように、すれば、会所桝本体
1として丸形のものを用いながらも、マンホー” 瀦’
、6として角形のものを用いることかできる。勿論、上
下の形吠を逆にするもよい。
■ As shown in Fig. 4), the bellows fi'iT 3 has a configuration in which the upper and lower opening shapes are different. in particular,
The opening on the northern side of the bellows tube 3 is square and the opening on the lower side is round. In this way, even though a round shape is used as the main body 1 of the chamber, it is possible to
, 6 may be rectangular. Of course, you can also reverse the top and bottom shapes.

の OiJ ic!営枠両枠固定用台座4属製とした構
成。
The OiJic! Composed of four bases for fixing both frames.

以上説明したように本発明による会所桝は、マンホール
蓋の受枠を、軸芯方向での伸ムびに軸芯の曲υが自在な
蛇腹筒を介して、会所桝本体の1部に連設した点に特徴
を有している。
As explained above, in the kaisho-masu according to the present invention, the receiving frame of the manhole cover is connected to a part of the kaisho-masu main body via a bellows tube that can freely extend in the axial direction and bend υ in the axial direction. It has certain characteristics.

かかる特徴1イ9成によれば、会所桝本体の設置後にお
いて、該会所桝本体に別して、前記受枠を上下に位置変
更、並びに、平行移動はもとより姿勢を傾斜させること
が可能である。従って、会所桝本体の設置位iffの位
置ずれ1こ伴うトラブル、即チ、施工誤差によってマン
ホール蓋ヤ受枠が他物による干渉を受けたシ、マンホー
ル蓋の上面と路面との間に段差を生じたシ、それらの手
直し工事が必要になると一つだ不都合を解消でき、延い
ては、会所桝本体を地中に埋込むにあたって施工精度が
高く吸水されなくなる点において作業性の向上が可能で
ある。
According to the feature 1-9, after the main body of the hall is installed, it is possible to change the position of the receiving frame up and down, move it in parallel, and also tilt the posture separately from the main body of the hall. Therefore, problems caused by misalignment of the installation position iff of the main body of the manhole cover, i.e., the manhole cover receiving frame is interfered with by other objects due to construction errors, and a step is created between the top surface of the manhole cover and the road surface. However, if such rework is required, one of the inconveniences can be resolved, and by extension, workability can be improved in that the construction accuracy is high and no water is absorbed when the main body of the chamber is buried in the ground. .

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

図面は本発明の会所桝の実施例を示し、第1図は会所桝
全体の縦しノf面図、第2図はパツキンのFJi面図、
第3図は開口面積反四機JMの平面図、第4図ば)、(
ロ)、(ハ)、に)は夫々蛇腹筒の別実施例を示す斜視
図である。 1・・・会所桝本体、 3・・・蛇腹筒、 5・・・受
枠、6・・・マンホール蓋、  3a・・・蛇腹本体、
 3b・・・芯材。 第1図 第2図 第3図 第4図 (づ) (ハ) (ロ) (ニ)
The drawings show an embodiment of the kaisho-masu of the present invention, and FIG. 1 is a vertical f-plane view of the entire kaisho-masu, and FIG. 2 is a FJi-side view of the Patsukin.
Figure 3 is a plan view of the opening area JM, Figure 4), (
B), (C), and B) are perspective views showing other embodiments of the bellows tube. 1... Kaisho box body, 3... Bellows tube, 5... Receiving frame, 6... Manhole cover, 3a... Bellows body,
3b... Core material. Figure 1 Figure 2 Figure 3 Figure 4 (d) (c) (b) (d)

Claims (1)

【特許請求の範囲】 ■ マンホー)v蓋の受枠を軸芯方向での仲1#(i並
びに軸芯の曲シか自在な蛇1反1;1)を介して、会所
桝本体の上部に連設しであることを特徴とする会所桝。 ・)  +fiJ記蛇11月り゛11が、合成樹脂製の
蛇1jZJ本体と、該蛇腹本体を保形する金#I’a戦
芯伺とから成ることを特徴とする特許に7゛ノ求の範囲
第■項に記載の会所桝。
[Claims] ■ The receiving frame of the v-lid (manhole) is attached to the upper part of the main body of the kaisho-masu via the shaft 1# (i and the curved shank of the shaft can be freely bent). Kaishomasu is characterized by its continuous construction.・) +FiJ Recorded Snake November Ri-11 is 7゛ sought for a patent characterized in that it consists of a synthetic resin snake 1jZJ main body and a gold #I'a war core that retains the shape of the bellows main body. The Kaisho Masu described in the scope section ■.
JP58097734A 1983-05-31 1983-05-31 Meeting measure Granted JPS59224739A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58097734A JPS59224739A (en) 1983-05-31 1983-05-31 Meeting measure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58097734A JPS59224739A (en) 1983-05-31 1983-05-31 Meeting measure

Publications (2)

Publication Number Publication Date
JPS59224739A true JPS59224739A (en) 1984-12-17
JPS6243019B2 JPS6243019B2 (en) 1987-09-11

Family

ID=14200119

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58097734A Granted JPS59224739A (en) 1983-05-31 1983-05-31 Meeting measure

Country Status (1)

Country Link
JP (1) JPS59224739A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0426243U (en) * 1990-06-21 1992-03-02
JPH0542390U (en) * 1991-11-18 1993-06-08 タキロン株式会社 Height adjustment member for drainage
JP2013096179A (en) * 2011-11-02 2013-05-20 Aron Kasei Co Ltd Catch basin

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0426243U (en) * 1990-06-21 1992-03-02
JPH0542390U (en) * 1991-11-18 1993-06-08 タキロン株式会社 Height adjustment member for drainage
JP2013096179A (en) * 2011-11-02 2013-05-20 Aron Kasei Co Ltd Catch basin

Also Published As

Publication number Publication date
JPS6243019B2 (en) 1987-09-11

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