JPH0223645Y2 - - Google Patents
Info
- Publication number
- JPH0223645Y2 JPH0223645Y2 JP8280784U JP8280784U JPH0223645Y2 JP H0223645 Y2 JPH0223645 Y2 JP H0223645Y2 JP 8280784 U JP8280784 U JP 8280784U JP 8280784 U JP8280784 U JP 8280784U JP H0223645 Y2 JPH0223645 Y2 JP H0223645Y2
- Authority
- JP
- Japan
- Prior art keywords
- block
- separation groove
- inclination
- side block
- mass
- 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
- 238000000926 separation method Methods 0.000 claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Description
【考案の詳細な説明】
本考案は各種汚水ますやマンホールその他の地
下構造物に使用する高さ及び傾斜調整可能な側塊
に関するものである。[Detailed Description of the Invention] The present invention relates to a side block whose height and inclination are adjustable for use in various sewage basins, manholes, and other underground structures.
この種の地下構造物は、所定の勾配で地下埋設
される水路に対し、地上高が変化するため水路や
会所ますから地上面までの長さを調整したり、地
上面に設置される蓋を地上の特に道路などの傾斜
に適合させるため傾斜調整を行なう必要がある。
従来はそのため専用の嵩上げ枠を用いて高さ調整
をしたり、そのたびに型枠を作りモルタルを打設
して必要な修整を行なわなければならない問題が
あつた。従つて、大きさの異なる側塊毎の嵩上げ
枠を多種多数製造し、保管したり現場での工事期
間が長びいたりする欠点がある。 This type of underground structure has a waterway buried underground at a predetermined slope, but because the height above the ground changes, it is necessary to adjust the length from the waterway or hall to the ground surface, or to adjust the cover installed on the ground surface. In order to adapt to the slope of the ground, especially roads, it is necessary to perform slope adjustment.
Conventionally, this posed the problem of having to use a special raising frame to adjust the height, and each time making a formwork and pouring mortar to make necessary adjustments. Therefore, there is a drawback that a large number of different types of raising frames for each side mass having different sizes are manufactured, and the period of storage and construction on the site is prolonged.
本考案は前記の点を解決するためになされたも
ので、その目的は側塊の周面に直接、分離切断の
ための溝を形成しておき、この溝部で側塊を分断
して高さ調整を行なうとともに、分離溝を傾斜設
定することにより地上面の傾斜にも対応した調整
が行なえる高さ及び傾斜調整可能な側塊を提供す
ることにある。 The present invention was made to solve the above-mentioned problem, and its purpose is to form grooves for separating and cutting directly on the circumferential surface of the side block, and to divide the side block with this groove to increase the height. To provide a side mass whose height and inclination can be adjusted and which can also be adjusted to correspond to the inclination of the ground surface by setting the separation groove at an inclination.
即ち本考案は、筒状に成した側塊1の周囲に、
側塊1の中心軸線に対し直交方向の第1分離溝2
及び中心軸線に対し傾斜方向の第2分離溝3を設
けたことを特徴とする高さ及び傾斜調整可能な側
塊である。 That is, in the present invention, around the cylindrical side mass 1,
a first separation groove 2 in a direction perpendicular to the central axis of the side block 1;
This is a side block whose height and inclination can be adjusted, and which is characterized in that a second separation groove 3 is provided in an inclined direction with respect to the central axis.
以下図示の実施例により詳細に説明すると、1
は円筒状を有するコンクリート製の側塊、2はそ
の中心軸線Lに対し直交方向に側塊外周に形成し
た断面略V字形の第1分離溝、3は同じく中心軸
線Lに対し傾斜方向に形成した同様の第2分離溝
であり、前者は主に高さ調整用、後者は傾斜調整
用である。これら第1、第2分離溝2,3の例を
第5図乃至第9図に示す。第5図乃至第7図は側
塊1の外周に分離溝2(又は3)を全周連続でな
く、2分、3分或いは4分した態様で設けること
ができる例、第8図は側塊1の上部或いは下部だ
けでなく中央にも設けた例、第9図は第1、第2
分離溝2,3を交叉して設けた例を示す。従つて
側塊1の材料、構造、大きさ或いは種類用途に応
じた最適の分離溝を形成することができる。尚、
図例に於ける側塊1には補強用配筋を施していな
いが、設けてあつても良くその場合分離溝2,3
による分断のときに配筋をカツター等により切断
する必要がある。而して第2図に例示の如く、第
1分離溝2一本に対し第2分離溝3を二本形成す
ると、側塊1の上端調整面1aの角度を、第2分
離溝3の設定傾斜角をいづれもθとしたとき、0
度から2θ度まで連続的に調整することができ、高
さ調整は三個の分離切断部分41,42及び43に
より三段階に調整することができる。 Detailed explanation will be given below with reference to the illustrated embodiments.
1 is a concrete side block having a cylindrical shape, 2 is a first separation groove with a substantially V-shaped cross section formed on the outer periphery of the side block in a direction perpendicular to the center axis L, and 3 is also formed in an inclined direction with respect to the center axis L. The former is mainly used for height adjustment, and the latter is used for inclination adjustment. Examples of these first and second separation grooves 2 and 3 are shown in FIGS. 5 to 9. Figures 5 to 7 show examples in which the separation grooves 2 (or 3) are provided on the outer periphery of the side mass 1 not continuously all the way around, but in a manner divided into 2, 3, or 4 parts, and Figure 8 is an example in which the separation grooves 2 (or 3) are provided on the outer periphery of the side mass 1. An example in which it is provided not only at the top or bottom of block 1 but also at the center, Figure 9 shows the first and second blocks.
An example in which the separation grooves 2 and 3 are provided to intersect is shown. Therefore, it is possible to form an optimal separation groove according to the material, structure, size, type, and use of the side block 1. still,
In the illustrated example, the side block 1 is not provided with reinforcing reinforcement, but it may be provided with separation grooves 2 and 3.
It is necessary to cut the reinforcing bars with a cutter or the like when dividing. As illustrated in FIG. 2, when two second separation grooves 3 are formed for one first separation groove 2, the angle of the upper end adjustment surface 1a of the side block 1 is adjusted to the setting of the second separation groove 3. When the inclination angle is θ, 0
The height can be adjusted continuously from 20 degrees to 20 degrees, and the height can be adjusted in three stages using three separate cutting parts 4 1 , 4 2 and 4 3 .
また各図中、5は下位側塊1′と上位側塊1と
の間に介装される丸枠状の調整塊、6は下位側塊
1′の底を構成する円盤状の底塊であり、7は下
位側塊1′の下端を受支え水密に嵌合する環状溝、
7aはその外周に立上がつたつば部で、同様の構
成は上位側塊1、調整塊5にも設けられる。8は
底塊6の上面中央に形成した四部分の集水溝9
a,9b,9c及び9dを有する隆起部、10
a,10b,10c及び10dは各集水溝9a〜
9dに対応した側塊1′の側面に導管Pを接続す
る接続口で、主集水溝9aに対応する主接続口1
0aが開口してあるほかは、必要に応じて開口す
るため肉薄の閉塞部10eになつている。また各
集水溝9a…と接続口10a…は流れ込む水流の
受渡しが円滑に行なえるよう夫々の高さ及び大き
さが決められる。10f,10gは大小二種の導
管を選択接続可能な段部、10hはつば部、そし
て11は最上位の側塊1に載置される蓋受け枠を
示す。 In each figure, 5 is a round frame-shaped adjustment block interposed between the lower block 1' and the upper block 1, and 6 is a disc-shaped bottom block that forms the bottom of the lower block 1'. 7 is an annular groove that supports the lower end of the lower side block 1' and fits in watertightly;
Reference numeral 7a denotes a brim portion that rises up on its outer periphery, and a similar configuration is also provided for the upper block 1 and the adjustment block 5. 8 is a four-part water collection groove 9 formed in the center of the upper surface of the bottom block 6
ridges with a, 9b, 9c and 9d, 10
a, 10b, 10c and 10d are each water collection groove 9a~
A connection port for connecting the conduit P to the side surface of the side block 1' corresponding to 9d, and a main connection port 1 corresponding to the main water collection groove 9a.
Other than 0a which is open, it is a thin closed part 10e that can be opened as needed. Further, the height and size of each of the water collecting grooves 9a and the connecting ports 10a are determined so that the flowing water can be transferred smoothly. 10f and 10g are step portions to which two types of large and small conduits can be selectively connected, 10h is a collar portion, and 11 is a lid receiving frame placed on the uppermost side block 1.
以上の構成に於いて、例えば傾斜地盤Gに適応
させて蓋受枠11を設置するには、地中に掘削し
た孔に必要な設置地盤を構築しその上に底塊6、
最下位側塊1′、必要により調整塊5を順次積重
し、最上位側塊1の上端調整面1aの傾斜を調整
するため適宜の第2分離溝3で余剰部分41を分
断し整型する(第4図)。それにより得られた側
塊1の調整面1aと地盤Gの傾斜が略等しければ
そのまま、なお相違していればモルタルを併用し
微調整を行なつた後、蓋受枠11を載置し工事は
終了する。尚、底塊6から蓋受枠11まで積重す
る各部材の結合部には適宜モルタル等を充填して
も良い。 In the above configuration, for example, in order to install the lid receiving frame 11 adapted to the sloped ground G, the necessary installation ground is constructed in a hole excavated in the ground, and the bottom mass 6,
The lowest side block 1' and, if necessary, the adjustment block 5 are stacked one after another, and in order to adjust the inclination of the upper end adjustment surface 1a of the highest side block 1, the surplus portion 41 is divided and adjusted with an appropriate second separation groove 3. Mold (Figure 4). If the slopes of the adjustment surface 1a of the side mass 1 and the ground G obtained by this are approximately equal, leave as is; if they are different, make fine adjustments using mortar, then place the lid holder frame 11 and continue the construction. finish. Incidentally, the joining portions of the stacked members from the bottom mass 6 to the lid receiving frame 11 may be filled with mortar or the like as appropriate.
従つて本考案によれば、側塊1の周囲にその中
心軸線Lに対し直交した第1分離溝2を設けたの
で、地下構造物の地上面との嵩高の相違を側塊1
の分断により調整することができ、かつ地上面が
傾斜している場合は側塊中心軸線Lに対し傾斜し
た第2分離溝3で側塊1を一部分断し傾斜を合わ
せることができ、従来のように嵩上げ枠を使用し
たり現場でモルタル打ちをして調整する必要がな
いため、側塊の他に準備する材料が著しく減じ、
段取りも少なく、工期も短縮される効果がある。 Therefore, according to the present invention, the first separation groove 2 is provided around the side mass 1 and is perpendicular to the central axis L thereof, so that the difference in bulk with the ground surface of the underground structure can be reduced to the side mass 1.
If the ground surface is sloped, the side mass 1 can be partially divided with the second separation groove 3 inclined with respect to the side mass center axis L to adjust the inclination, and the inclination can be adjusted by dividing the side mass 1. As there is no need to use a raised frame or make adjustments by pouring mortar on site, the amount of materials prepared in addition to the side blocks is significantly reduced.
It has the effect of reducing setup time and shortening the construction period.
図は本考案に係る高さ及び傾斜調整可能な側塊
の実施例を示すもので、第1図は一部破断正面
図、第2図は正面要部拡大図、第3図は平面図、
第4図は施工例を説明した一部破断正面図、第5
図、第6図、第7図は分離溝の形態を示す平面説
明図、第8図、第9図は同様の正面説明図であ
る。
1……側塊、2……第1分離溝、3……第2分
離溝。
The figures show an embodiment of the height- and inclination-adjustable side block according to the present invention.
Figure 4 is a partially cutaway front view explaining a construction example, Figure 5
6 and 7 are plan explanatory views showing the form of the separation groove, and FIGS. 8 and 9 are similar front explanatory views. 1... Side mass, 2... First separation groove, 3... Second separation groove.
Claims (1)
軸線に対し直交方向の第1分離溝2及び中心軸線
に対し傾斜方向の第2分離溝3を設けたことを特
徴とする高さ及び傾斜調整可能な側塊。 A high riser characterized in that a first separation groove 2 in a direction perpendicular to the center axis of the side block 1 and a second separation groove 3 in a direction oblique to the center axis are provided around the side block 1 formed in a cylindrical shape. Side mass with adjustable height and inclination.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8280784U JPS60195339U (en) | 1984-06-04 | 1984-06-04 | Height and tilt adjustable side blocks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8280784U JPS60195339U (en) | 1984-06-04 | 1984-06-04 | Height and tilt adjustable side blocks |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60195339U JPS60195339U (en) | 1985-12-26 |
| JPH0223645Y2 true JPH0223645Y2 (en) | 1990-06-27 |
Family
ID=30630854
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8280784U Granted JPS60195339U (en) | 1984-06-04 | 1984-06-04 | Height and tilt adjustable side blocks |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60195339U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7364537B2 (en) * | 2020-07-21 | 2023-10-18 | アロン化成株式会社 | Water storage and piping systems |
-
1984
- 1984-06-04 JP JP8280784U patent/JPS60195339U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60195339U (en) | 1985-12-26 |
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