JPS60151986U

JPS60151986U - Synthetic bulkhead gutter

Info

Publication number: JPS60151986U
Application number: JP3983584U
Authority: JP
Inventors: 隆昭遠藤
Original assignee: Individual
Current assignee: Individual
Priority date: 1984-03-19
Filing date: 1984-03-19
Publication date: 1985-10-09
Also published as: JPS6312215Y2

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

[Brief explanation of the drawing]

第１図は本考案の製品を製造する型枠の概要を示す斜視
図。第２図は隔壁用コンクリート型枠の底板用プレート
の概要図。第３図は隔壁用コンクリート型枠の使用中の
施工状態を示す斜視図。第４図は第１図の型枠によって
コンクリート打設された製品の斜視端面図。第５図は隔
壁用コンクリート板の斜視図。第６図は側溝本体と隔壁
用コンクリート板を組み合せた状態を示す斜視端面図。第７図は第６図において施工完成した状態を示す。第８
図は実施例−１の使用例を示す正面断面図。第９図は実
施例−２の使用例を示す正面断面図。第１０図は実施例
−３の使用例を示す正面断面図。第１１図は実施例−４
の使用例を示す正面断面図である。１；側溝用型枠、２；コンクリート用切欠き板、３；袋
ナツト、４；プレート、５；鉄筋材、６；ボルト孔、７
；隔壁用型枠、８．８’、８″；側溝本体、９；凹部、
１０，１０’、１０″、２４．２４’；隔壁用コンクリ
ート板、１１；ボルト、１２；コンクリートモルタル、
１３；開渠型側溝、１４；落蓋型側溝、１５；矢印、１
６，１６’、２５，２５’；合成部、１７．１７’、１
８．２３．２３’；流水（農業用水、生活排水、工業用
水等）、１８′；ケーブル、１９，２２；落蓋、２０．
２０’；片土留擁壁、２１．２１’；土壌、２６．２６
’；コンクリート底板、２７，２７′；植木、２８；緑
化併用片土留落蓋型側溝、　　　゛２８′；緑化併用片
土留開渠型側溝。FIG. 1 is a perspective view showing an outline of a formwork for manufacturing the product of the present invention. Figure 2 is a schematic diagram of the bottom plate of the concrete formwork for bulkheads. FIG. 3 is a perspective view showing the construction state of the concrete formwork for partition walls in use. FIG. 4 is a perspective end view of a product cast in concrete using the formwork shown in FIG. 1. Figure 5 is a perspective view of a concrete plate for partition walls. FIG. 6 is a perspective end view showing a state in which the gutter main body and the concrete plate for the partition wall are combined. Figure 7 shows the construction completed in Figure 6. 8th
The figure is a front sectional view showing an example of use of Example-1. FIG. 9 is a front sectional view showing an example of use of Example-2. FIG. 10 is a front sectional view showing an example of use of Example-3. Figure 11 is Example-4
It is a front sectional view showing an example of use. 1; Formwork for side gutter, 2; Notch plate for concrete, 3; Cap nut, 4; Plate, 5; Rebar material, 6; Bolt hole, 7
; Formwork for bulkhead, 8.8', 8''; Side gutter body, 9; Recessed part,
10, 10', 10'', 24.24'; Concrete plate for bulkhead, 11; Bolt, 12; Concrete mortar,
13; Open-drain type gutter, 14; Drop-top type gutter, 15; Arrow, 1
6,16', 25,25'; synthesis part, 17.17', 1
8.23.23'; Running water (agricultural water, domestic wastewater, industrial water, etc.), 18'; Cable, 19, 22; Fallen lid, 20.
20'; Katado retaining wall, 21.21'; Soil, 26.26
'; Concrete bottom plate, 27, 27'; Plants, 28; Single-soil retaining open-ditch type gutter combined with greening, ゛28'; Single-soil retaining open-ditch type gutter combined with greening.

Claims

[Scope of utility model registration request]

Attach the bag nut 3 to the inner bottom of the side gutter formwork 1 in a removable state.
By freely setting the attached concrete notch plate 2, the gutter main body 8, which is concreted as shown by the arrow 15, can be formed on both sides of the reinforcing bar 5 fixed in the center by the bulkhead form 7. A concrete plate 10 for a partition wall, which is concrete-cast using a plate 4 having bolt holes 6 as a bottom plate, is inserted into a cap nut 3 of a recess 9 formed at an appropriate position on the inner bottom of a gutter main body 8 as shown in FIG. bolt 11
by screwing it into the recess 9 and fixing it in place,
Furthermore, a synthetic partition wall gutter was formed by constructing the bottom surface with concrete mortar 12.