JPS5935647Y2 - Joint structure of manhole side block and hole ring - Google Patents
Joint structure of manhole side block and hole ringInfo
- Publication number
- JPS5935647Y2 JPS5935647Y2 JP14866881U JP14866881U JPS5935647Y2 JP S5935647 Y2 JPS5935647 Y2 JP S5935647Y2 JP 14866881 U JP14866881 U JP 14866881U JP 14866881 U JP14866881 U JP 14866881U JP S5935647 Y2 JPS5935647 Y2 JP S5935647Y2
- Authority
- JP
- Japan
- Prior art keywords
- manhole
- hole
- side block
- joint structure
- hole ring
- 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
- Flanged Joints, Insulating Joints, And Other Joints (AREA)
- Connection Of Plates (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Description
【考案の詳細な説明】
この考案はマンホールを構成するコンクリートあるいは
鉄筋コンクリート製の側塊の接合部構造に関するもので
ある。[Detailed description of the invention] This invention relates to a joint structure of side blocks made of concrete or reinforced concrete that constitute a manhole.
マンホールを設置する場合、通常周囲に土留用の矢板を
施工し、掘削した穴に筒状の側塊を積み上げ、再び土砂
の埋め戻しを行なっている。When installing a manhole, usually a sheet pile for earth retention is constructed around it, cylindrical side blocks are piled up in the excavated hole, and the hole is backfilled with earth and sand.
しかしこの埋め戻し土砂に上り側塊がずれる恐れがあり
、強度の面でも止水性の面でも問題があった。However, there was a risk that the upstream mass would shift due to this backfilling earth and sand, and there were problems in terms of strength and water-stopping properties.
このため従来、各側塊の上下端のフランジ部分に上下の
側塊が嵌合するようなソケット式の凹凸を設けるなどの
工夫がなされている。For this reason, conventional measures have been taken, such as providing socket-type projections and depressions on the flange portions of the upper and lower ends of each side block, into which the upper and lower side blocks fit.
しかしこれらもコンクリートによる側塊の製作が困難だ
ったり、ソケット部分に欠損を生ずる恐れもあり、必ず
しも満足の行くものではない。However, these methods are not necessarily satisfactory because it is difficult to manufacture the side blocks using concrete and there is a risk of damage to the socket portion.
この考案は上述のような事情のもとに案出されたもので
、埋め戻し土砂によるずれの心配がなく、かつ側塊の製
作およびマンホールの設置が容易なマンホール側塊の接
合部構造を提供することを目的とする。This idea was devised based on the above-mentioned circumstances, and provides a joint structure for manhole side blocks that does not have to worry about shifting due to backfilling earth and sand, and that makes it easy to manufacture side blocks and install manholes. The purpose is to
以下、この考案を図示した実施例に基づいて説明する。This invention will be explained below based on illustrated embodiments.
第1図はマンホールの概略を示した縦断面図で、必要な
配筋を行なった筒状の側塊1を積み上げてマンホールを
構成している。FIG. 1 is a longitudinal sectional view schematically showing a manhole, which is constructed by stacking cylindrical side blocks 1 with necessary reinforcement.
各側塊1は接合のたの上フランジ2と下フランジ3が一
体に形成され、この上下フランジ2,3の周方同数箇所
にボルト挿通孔4が設けられ上下フランジ2,3を貫通
している。Each side block 1 has an upper flange 2 and a lower flange 3 formed integrally for joining, and bolt insertion holes 4 are provided at the same number of locations around the upper and lower flanges 2 and 3 to penetrate through the upper and lower flanges 2 and 3. There is.
そしてこのボルト挿通孔4の開口端周囲に調整ブロック
5を介在させてボルト6およびナツト7で締め付け、上
下の側塊1どうじを連結固定し、埋め戻し土砂等による
ずれを防止する。An adjustment block 5 is interposed around the opening end of this bolt insertion hole 4 and tightened with bolts 6 and nuts 7 to connect and fix the upper and lower side blocks 1 and prevent displacement due to backfilling earth and sand, etc.
調整ブロック5はボルト6頭部またはナツト7を固定す
る水平面とマンホール側塊1のフランジに接するテーパ
ーのついた曲面とを有し、鋳物製のものなどを使用する
。The adjustment block 5 has a horizontal surface for fixing the head of the bolt 6 or the nut 7, and a tapered curved surface that contacts the flange of the manhole side block 1, and is made of cast iron or the like.
またマンホールの最上端には通常斜壁を有する側塊1の
上に孔口リング8お゛よび蓋を載せるが、この最上端の
側塊1と孔口リング8の接合部については有底のテーパ
一孔9を設け、これにテーパーピン10を嵌合させて、
孔口リング8のずれ止めおよび連結を図ることができる
。Also, at the top end of the manhole, a hole ring 8 and a cover are usually placed on top of the side block 1 having a slanted wall. A taper hole 9 is provided, and a taper pin 10 is fitted into it.
It is possible to prevent the hole ring 8 from slipping and to connect it.
ただしこの孔口リング8の接合についても側塊1どうし
の場合と同様ボルト接合としても良い。However, the hole ring 8 may also be joined by bolts as in the case of the side masses 1.
また図中11はステップ、12はモルタル等の目地材で
ある。Further, in the figure, 11 is a step, and 12 is a joint material such as mortar.
なお゛この実施例ではボルト挿通孔4についてもテーパ
ーをつけである。In this embodiment, the bolt insertion hole 4 is also tapered.
これは考案者が先に開発したテーパーピンによる接合部
構造にも兼用できるようにしたためである。This is because the inventor made it possible to use it for the joint structure using the taper pin that was developed earlier.
すなわち、考案者は先に上側側塊の下フランジから下側
側塊の上フランジにかけで貫通する下すぼまりの長円形
断面または円形断面等のテーパ一孔を設け、このテーパ
一孔にこれに嵌合するずれ止め兼連結用のテーパーピン
を差し込んでなるマンホール側塊の接合部構造を提案し
ているが、持にせん断力に対する強度を高める必要があ
る場合には、この考案に係るボルト接合による接合部構
造を選ぶことができる。That is, the inventor first provided a tapered hole with an oval or circular cross section of the lower concavity that penetrates from the lower flange of the upper side block to the upper flange of the lower side block, and in this taper hole. The joint structure of the manhole side block is proposed by inserting a fitting taper pin for preventing slippage and for connection, but if it is necessary to increase the strength against shear force, the bolt joint according to this invention can be used. You can choose the joint structure according to
また、従ってボルト接合専用の場合には挿通孔4にテー
パーをつけなくとも良い。Furthermore, in the case of exclusively for bolt connection, the insertion hole 4 does not need to be tapered.
このマンホールの施工はまずマンホール設置位置の周囲
に土留用の矢板壁を設は内部を掘削する。To construct this manhole, first install a sheet pile wall for earth retention around the manhole installation location and excavate the inside.
そしてこの掘削穴の内部に順次側塊1を積み上げ、各側
塊1どうじを調整ブロック5を利用してボルト6および
ナツト7で締め付ける。Then, side blocks 1 are stacked one after another inside this excavated hole, and each side block 1 is tightened with bolts 6 and nuts 7 using adjustment block 5.
なお゛連結する各側塊1の高さは50Qnmあるいは6
00mm1fi度であり、積み上げた側塊1の周囲は順
次土砂を埋め戻し、マンホールの設置作業が完了する。Furthermore, the height of each side block 1 to be connected is 50 Qnm or 6
The area around the stacked side blocks 1 is sequentially backfilled with earth and sand, and the manhole installation work is completed.
この考案は以上の構成からなり、孔口リングとマンホー
ル側塊とのテーパ一孔にテーパーピンを嵌合して連結し
であるから、使用中にその周縁等が破損し易い孔口リン
グの修理には孔口リングを持ち上げ外すだけでこれを取
外し新しい孔口リングとの取換えを簡易かつ迅速にでき
る効果を有する。This invention consists of the above-mentioned structure, and since a taper pin is fitted into one taper hole of the hole ring and the manhole side block and connected, repair of the hole ring whose periphery is easily damaged during use. This has the effect that simply by lifting the hole ring and removing it, it can be removed and replaced with a new hole ring easily and quickly.
図面はこの考案の実施例を示したもので、第1図はマン
ホールの縦断面図、第2図は上下側塊接合部の縦断面図
、第3図は第2図のI−I線位置におけるマンホールの
横断面図である。
1・・・・・・側塊、2・・・・・・上フランジ、3・
・・・・・下フランジ、4・・・・・・ボルト挿通孔、
5・・・・・・調整ブロック、6・・・・・・ボルト、
7・・・・・・ナツト、8・・・・・・孔口リング、9
・・・・・・テーパ一孔、10・・・・・・テーパーピ
ン、11・・・・・・ステップ、12・・・・・・目地
材。The drawings show an embodiment of this invention; Fig. 1 is a longitudinal cross-sectional view of a manhole, Fig. 2 is a longitudinal cross-sectional view of the upper and lower mass joints, and Fig. 3 is a view taken along line I-I in Fig. 2. It is a cross-sectional view of the manhole in . 1...Side mass, 2...Top flange, 3.
...Lower flange, 4...Bolt insertion hole,
5...adjustment block, 6...bolt,
7...Natsuto, 8...Koguchi ring, 9
...Taper hole, 10...Taper pin, 11...Step, 12...Gout material.
Claims (1)
る筒状マンホール側塊を積み重ねたマンホールの上部側
塊にはその上フランジにテーパ一孔を設け、これに孔口
リングに設けたテーパ一孔を貫通するように挿入された
テーパーピンの先端部を嵌入させマンホール上部側塊と
孔口リングとを連結させであることを特徴とするマンホ
ール側塊と孔口リングの接合部構造。The upper part of the manhole is made by stacking cylindrical manhole side parts each having a connecting flange integrally formed at the upper and lower ends, and a taper hole is provided in the upper flange of the manhole, and a taper hole provided in the hole ring is attached to the upper part of the manhole. A joint structure of a manhole side block and a hole ring, characterized in that the tip of a taper pin inserted so as to penetrate the hole is inserted to connect the manhole upper side block and the hole ring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14866881U JPS5935647Y2 (en) | 1981-10-06 | 1981-10-06 | Joint structure of manhole side block and hole ring |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14866881U JPS5935647Y2 (en) | 1981-10-06 | 1981-10-06 | Joint structure of manhole side block and hole ring |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5854451U JPS5854451U (en) | 1983-04-13 |
JPS5935647Y2 true JPS5935647Y2 (en) | 1984-10-02 |
Family
ID=29941476
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14866881U Expired JPS5935647Y2 (en) | 1981-10-06 | 1981-10-06 | Joint structure of manhole side block and hole ring |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5935647Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5598280B2 (en) * | 2010-11-17 | 2014-10-01 | 株式会社ジェイテクト | Fastening mechanism and phase adjustment mechanism |
JP6014559B2 (en) | 2013-07-31 | 2016-10-25 | タカタ株式会社 | Inflator mounting structure and airbag device |
-
1981
- 1981-10-06 JP JP14866881U patent/JPS5935647Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5854451U (en) | 1983-04-13 |
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