JPH0441580U - - Google Patents
Info
- Publication number
- JPH0441580U JPH0441580U JP8305190U JP8305190U JPH0441580U JP H0441580 U JPH0441580 U JP H0441580U JP 8305190 U JP8305190 U JP 8305190U JP 8305190 U JP8305190 U JP 8305190U JP H0441580 U JPH0441580 U JP H0441580U
- Authority
- JP
- Japan
- Prior art keywords
- waterway
- side wall
- joint
- main body
- slab
- 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.)
- Pending
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 230000007613 environmental effect Effects 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 3
- 241001070941 Castanea Species 0.000 description 1
- 235000014036 Castanea Nutrition 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Description
第１図は本考案の水路本体Ａ、と踵床版Ｂ、の
分割状態の製品斜視図。第２図は本考案の比較的
通常の製品の施工断面図。第３，４，５図は本考
案の水路本体Ａ、の他の実施例の製品斜視図。第
６図は比較的壁高があり、上載荷重が大きい現場
のＢＯＸ水路断面図。第７図は壁高も上載荷重も
大きい現場で前面壁に環境的化粧模様を設けた施
工現場の断面概要斜視図。第８図は第７図と同様
壁高と上載荷重が大きい現場製品で前面壁を開孔
とした施工現場の断面概要斜視図。
図中、Ａ……水路本体、Ｂ……踵床版、Ｃ……
ジヨイントコンクリート、Ｄ……鉄筋の径、１…
…土留側壁、１−１……前面壁、２……本体開孔
又は凹部、２−１……踵床版凹部、３……本体ジ
ヨイント鉄筋、３−１……床版ジヨイント鉄筋、
３−２……繋ぎ鉄筋、４……基礎コンクリート、
５……環境化粧模様、６……人通開孔部、７……
リブ、８……駒止め、９……防護柵、１０……蓋
、１１……床版コンクリート、１２……基礎栗石
、１３……水田又は畑面、１４……道路舗装天端
。
FIG. 1 is a perspective view of the product in a divided state of the waterway main body A and the heel floor plate B of the present invention. FIG. 2 is a cross-sectional view of the construction of a relatively conventional product of the present invention. 3, 4, and 5 are product perspective views of other embodiments of the water channel main body A of the present invention. Figure 6 is a cross-sectional view of a box waterway at a site with relatively high walls and heavy overload. Figure 7 is a cross-sectional schematic perspective view of a construction site where an environmental decorative pattern was provided on the front wall at a site where the wall height and overload are large. FIG. 8 is a cross-sectional schematic perspective view of a construction site where a hole is opened in the front wall for a site product with a large wall height and overload load, similar to FIG. 7. In the diagram, A... Channel main body, B... Heel floor plate, C...
Joint concrete, D...Diameter of reinforcing bar, 1...
... earth retaining side wall, 1-1... front wall, 2... main body opening or recess, 2-1... heel slab recess, 3... main body joint reinforcing bar, 3-1... floor slab joint reinforcing bar,
3-2... Connecting reinforcing bars, 4... Foundation concrete,
5...Environmental makeup pattern, 6...Passhole opening, 7...
Rib, 8...piece stop, 9...protective fence, 10...lid, 11...floor slab concrete, 12...foundation chestnut stone, 13...paddy field or field surface, 14...road pavement top.
Claims (1)
本体Ａ、において、その一方の土留側、側壁１、
の低端部に開孔部又は、凹部２、を設け、ここよ
り、ジヨイント鉄筋３、を露出させ、これと合着
合体して仮想背面版となす、踵床版Ｂ、は、土圧
応力度に応じて高さ及び巾を変更出来るリブ７、
を設けて水路本体Ａ、と対設してジヨイント鉄筋
３−１を設けた凹部２−１、とする。 この２分割製品を現地組立セツテイング時に構
成される、空洞凹部に型枠無くして、ジヨイント
繋ぎコンクリートＣ、を打設して製品一体となす
様にした床版現打ちジヨイント土留側壁水路。 水路前面露出壁１−１、を環境化粧模様５、
又は、開孔部６、等を構成し、多目的に前面壁を
利用出来る様にした実用新案登録請求の範囲第
項の床版現打ちジヨイント土留側壁水路。[Scope of claim for utility model registration] In the waterway main body A with a high side wall exceeding 2.5 times the total width of the waterway, one of the earth retaining sides, side wall 1,
An opening or recess 2 is provided at the lower end of the heel slab B, from which the joint reinforcing bars 3 are exposed and combined to form a virtual back slab. Rib 7 whose height and width can be changed according to the degree of
A concave portion 2-1 is provided with a joint reinforcing bar 3-1 opposite to the water channel main body A. When this two-part product is assembled on-site and set up, there is no formwork in the cavity recess, and joint connecting concrete C is cast to form a jointed sidewall channel of the floor slab that is integral with the product. Waterway front exposed wall 1-1, environmental decorative pattern 5,
Alternatively, the floor slab cast-in joint earth retaining side wall waterway according to claim 1 of the utility model registration claim, which is configured with an opening 6, etc., and allows the front wall to be used for multiple purposes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8305190U JPH0441580U (en) | 1990-08-04 | 1990-08-04 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8305190U JPH0441580U (en) | 1990-08-04 | 1990-08-04 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0441580U true JPH0441580U (en) | 1992-04-08 |
Family
ID=31630400
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8305190U Pending JPH0441580U (en) | 1990-08-04 | 1990-08-04 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0441580U (en) |
-
1990
- 1990-08-04 JP JP8305190U patent/JPH0441580U/ja active Pending
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