JP2762042B2 - Drainage device on retaining wall - Google Patents
Drainage device on retaining wallInfo
- Publication number
- JP2762042B2 JP2762042B2 JP27011794A JP27011794A JP2762042B2 JP 2762042 B2 JP2762042 B2 JP 2762042B2 JP 27011794 A JP27011794 A JP 27011794A JP 27011794 A JP27011794 A JP 27011794A JP 2762042 B2 JP2762042 B2 JP 2762042B2
- Authority
- JP
- Japan
- Prior art keywords
- retaining wall
- drainage
- hollow
- hollow vertical
- downspout
- 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 - Fee Related
Links
Description
【0001】[0001]
【産業上の利用分野】本発明は、擁壁の背面に縦方向に
中空縦樋を設け、擁壁を積み重ねながら中空縦樋の上下
口端を連通して最下段の水抜孔より排水するようにした
擁壁における排水装置に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a vertically extending hollow downspout provided on the back side of a retaining wall, and connecting the upper and lower ends of the hollow downspout while stacking the retaining wall to drain water from the lowermost drainage hole. The present invention relates to a drainage device for a retaining wall.
【0002】[0002]
【従来の技術】従来擁壁は裏込めの中に水がたまらない
ように排水されているのが普通で、これによって静水圧
がかからないようにし、前面方向に圧力を生じる水槽の
生成を防ぎ、裏込めした粘性土の膨潤を防ぎ、土の安定
性の減少を防いでいるので、砂利や砕石のような透水性
の高い材料を裏込めに入れ、地下水を集めるようにする
必要がある。表面水も排水しなければならないが、それ
が裏込め内にあまり入らないように、裏込めの上部に比
較的不透水性に土を被覆したり、舗装したりしている。2. Description of the Related Art Conventionally, retaining walls are usually drained so that water does not accumulate in backfill, thereby preventing hydrostatic pressure from being applied and preventing the generation of a water tank that generates pressure in the front direction. Because it prevents swelling of the viscous soil in the soil and prevents a decrease in soil stability, it is necessary to backfill materials with high permeability such as gravel and crushed stone to collect groundwater. Surface water must also be drained, but the top of the backfill is covered or paved with relatively impermeable soil so that it does not enter the backfill too much.
【0003】[0003]
【発明が解決しようとする課題】従来の擁壁工事にあっ
ては、裏水の排水が悪しく、例え裏水を擁壁の水抜孔に
透導していても壁面の排水口より外部に排水すると擁壁
の壁面がよごれて美観を非常に悪くするのみでなく、裏
水の膨潤によって擁壁内面に水圧、土圧により損傷を与
えるという問題点があった。In the conventional retaining wall construction, drainage of the backwater is poor. Even if the backwater is introduced to the drainage hole of the retaining wall, the drainage drains to the outside from the drainage hole of the wall. As a result, not only the wall surface of the retaining wall becomes dirty and the appearance is extremely deteriorated, but also the swelling of the backwater causes damage to the inner surface of the retaining wall due to water pressure and earth pressure.
【0004】本発明は擁壁の壁面を常に美麗化し、かつ
擁壁を強化することを目的としており、さらに排水装置
が容易であり、大雨のときでも裏水の排水を中空縦樋を
介して円滑に外部に流下することのできる装置を提供す
ることを目的としている。An object of the present invention is to always clean the wall surface of the retaining wall and to strengthen the retaining wall. Further, the drainage device is easy, and drainage of backwater can be performed through the hollow downspout even in heavy rain. It is an object of the present invention to provide a device that can smoothly flow outside.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、本発明の擁壁における排水装置においては、擁壁の
背面(内側)に縦方向に中空縦樋を取り付け、上下擁壁
の中空縦樋の口端を上下一致連通して排水が円滑に行わ
れるように積み重ねるものである。In order to achieve the above object, in a drainage device for a retaining wall according to the present invention, a hollow downspout is vertically attached to the back (inside) of the retaining wall, and the hollows of the upper and lower retaining walls are hollow. The ends of the downspouts are communicated vertically so that drainage is performed smoothly.
【0006】上記中空縦樋を取り付ける位置は、擁壁の
形状によって異なる。擁壁に仕切り板があるときは仕切
板にて区劃された擁壁の内側面に中空縦樋の上下口端を
連通一致させて積み重ねる。そして中空縦樋の内部の下
端部に流入口と外部壁面の下端縁にこれに対応した排水
口を設ける。[0006] The position where the hollow downspout is attached differs depending on the shape of the retaining wall. When there is a partition on the retaining wall, the upper and lower ends of the hollow downspout are communicated and stacked on the inner surface of the retaining wall divided by the partition. An inflow port is provided at the lower end inside the hollow downspout, and a corresponding drain port is provided at the lower edge of the outer wall surface.
【0007】また、中空縦樋の周面に複数の流入口を縦
方向に穿設することにより裏水を縦樋に誘導し易い外目
詰りがあっても裏水の排水に支障を与えることが少な
い。In addition, by forming a plurality of inlets in the vertical direction on the peripheral surface of the hollow downspout, even if there is an external clogging that easily guides backwater to the downspout, the backwater drainage is not hindered. Less is.
【0008】さらに、断面L字形擁壁の内壁面に流入口
を有する中空縦樋を複数縦方向に配設し、前記中空縦樋
に対応した外部の壁面にそれぞれ排水口を設けている。
なお、横方向に配列する場合擁壁の端縁に係合子を設
け、連繁するようにしている。Further, a plurality of hollow vertical gutters having an inflow port are provided in the vertical direction on the inner wall surface of the retaining wall having an L-shaped cross section, and a drain port is provided on an external wall surface corresponding to the hollow vertical gutter.
In the case of arranging in the horizontal direction, an engaging element is provided at the edge of the retaining wall so that the retaining wall continues.
【0009】また、中空縦樋の上下部に流入口と外部壁
面に排水口を設け、さらに横方向に流入口を有する連結
樋を中空縦樋に連絡し、排水機構を形成している。In addition, an inflow port is provided at the upper and lower portions of the hollow vertical gutter, and a drainage port is provided at an outer wall surface. A connecting gutter having a horizontal inflow port is connected to the hollow vertical gutter to form a drainage mechanism.
【0010】方形の擁壁内に複数の縦樋と該縦樋より裏
水方向に向って横樋を突出して形成した擁壁を積み重ね
て各擁壁毎に横樋の裏水は縦樋に流れ込んで最下段の擁
壁の水抜き孔に集水して外部に放流される。従って上部
の擁壁の排水口より裏水の排水は殆んど縦樋の流下力に
合流するように構成している。A plurality of vertical gutters and a retaining wall formed by projecting a horizontal gutter toward the backwater direction from the vertical gutter are stacked in a rectangular retaining wall, and the backwater of the horizontal gutter flows into the vertical gutter for each retaining wall. Water is collected in the drain hole of the bottom retaining wall and discharged to the outside. Therefore, the drainage of the backwater from the drainage port of the upper retaining wall is configured to almost merge with the flow force of the downspout.
【0011】[0011]
【作用】上記のように構成された擁壁における排水装置
において、擁壁の内側面には砂利、砕石、コンクリート
等を充填して地面に固定し、そして内側面に取り付けた
中空縦樋は縦方向に連通するよう積み重ね、配列し、目
地にはモルタルを充填して地表の崩れを防止するよう施
行する。In the drainage device for the retaining wall constructed as described above, the inner surface of the retaining wall is filled with gravel, crushed stone, concrete, etc., and fixed to the ground, and the hollow downspout attached to the inner surface is vertical. They are stacked and arranged so that they communicate in the direction, and the joints are filled with mortar to prevent the ground from collapsing.
【0012】そして、上記の理由から、裏水は中空縦樋
の流入口或は横樋或は連結樋を介して前記中空縦樋に流
れ込み、もっぱら裏水は中空縦樋の流下力により最下段
の水抜孔より排水し、排水溝より排水される。この場
合、各擁壁面の1個又は複数の排水口より外部に殆んど
排水することがない。For the above reason, the backwater flows into the hollow downspout via the inlet of the hollow downspout, the horizontal downspout or the connecting downspout, and the backwater is exclusively formed by the downflow of the lower downspout due to the downflow force of the hollow downspout. Drains from drain holes and drains from drains. In this case, there is almost no drainage to the outside from one or a plurality of drain holes of each retaining wall.
【0013】[0013]
【実施例】以下、図を参照にして本発明の好適な実施例
について説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings.
【0014】図1及び図2に示される実施例において
は、擁壁1をL形状に形成し、該擁壁1の内側面に複数
の仕切板2を壁面と一体的に設けて区劃室3を形成し、
各区劃室3内に中空縦樋4を取り付け、該中空縦樋4の
下方内側面に流入口5と外部の壁面の下方に排水口6を
穿設している。In the embodiment shown in FIGS. 1 and 2, the retaining wall 1 is formed in an L-shape, and a plurality of partition plates 2 are provided on the inner surface of the retaining wall 1 integrally with the wall surface to define a compartment. Form 3
A hollow vertical gutter 4 is mounted in each of the compartments 3, and an inflow port 5 is formed in an inner surface below the hollow vertical gutter 4 and a drainage port 6 is formed below an outer wall surface.
【0015】図3に示される実施例においては、中空縦
樋4の周面に多数の流入口5を穿設している。他の構成
は、図1及び図2に示される実施例と同様である。In the embodiment shown in FIG. 3, a number of inflow ports 5 are formed in the peripheral surface of the hollow downspout 4. Other configurations are the same as those of the embodiment shown in FIGS.
【0016】そして図4に示すように擁壁1の上端縁及
び仕切板2の上端縁と擁壁1の下端縁及び仕切板2の下
端縁とを一致されて積み重ねることにより上下擁壁の中
空縦樋4を連通一致させ固定する。As shown in FIG. 4, the upper edge of the retaining wall 1 and the upper edge of the partition plate 2 are aligned with the lower edge of the retaining wall 1 and the lower edge of the partition plate 2 so that the upper and lower retaining walls are hollow. The downspout 4 is brought into communication and fixed.
【0017】図5及び図6に示される実施例において
は、L型の擁壁1の内側面に中空縦樋4を1個又は複数
取り付け、該中空縦樋4の下方側面に流入口5を穿設
し、外部の壁面には中空縦樋4の流入口5に対応した排
水口6を設ける。In the embodiment shown in FIGS. 5 and 6, one or more hollow downspouts 4 are attached to the inner surface of the L-shaped retaining wall 1, and an inflow port 5 is provided at the lower side of the hollow downspout 4. A drain port 6 corresponding to the inflow port 5 of the hollow downspout 4 is provided on the outer wall surface.
【0018】図7に示される実施例においては、中空縦
樋4に上下流入口5を設け、前記中空縦樋4間の連結樋
7を横方向に連通するように構成されている。In the embodiment shown in FIG. 7, an upstream / downstream inlet 5 is provided in the hollow downspout 4 so that the connecting downspout 7 between the hollow downspouts 4 communicates in the horizontal direction.
【0019】図8に示される実施例においては、方形の
擁壁1内に複数の縦樋8を設けて上下両端を開口し、縦
樋8の側面より裏水方向に横樋9を突出開口し、前記擁
壁1を図9に示すように積み重ね、目地にはモルタルを
充填して擁壁1を一体的に構成し、裏水を横樋9を介し
て縦樋8の最下段の水抜孔10より排水溝11に排水す
る。In the embodiment shown in FIG. 8, a plurality of vertical gutters 8 are provided in a rectangular retaining wall 1, and both upper and lower ends are opened, and a horizontal gutter 9 is projected and opened from the side surface of the vertical gutter 8 in the backwater direction. 9, the retaining wall 1 is stacked as shown in FIG. 9, the joints are filled with mortar to form the retaining wall 1 integrally, and the backwater is drained through the horizontal gutter 9 to the bottom drainage hole 10 of the vertical gutter 8. The water is further drained into the drain groove 11.
【0020】[0020]
【発明の効果】本発明は以上説明したように構成されて
いるので、以下に記載されるような効果を奏する。Since the present invention is configured as described above, it has the following effects.
【0021】擁壁の内側面に1個又は複数の中空縦樋を
取り付け、該中空縦樋の周面に1個又は複数の流入口或
は縦樋の流入口に連結した横樋を裏水方向に突出させて
前記縦樋に連通した1個又は複数の排水口を壁面に予備
的に開口して最下段の縦樋の水抜孔より排水溝に排水し
たので、表面の壁面の排水口は落下水勢によって余り出
水しないから壁面にコケその他塵埃等の附着がなく、美
麗で円滑に裏水の排水ができる。[0021] One or more hollow downspouts are attached to the inner surface of the retaining wall, and one or more inflow ports or a horizontal gutter connected to the inflow port of the downspout is provided on the peripheral surface of the hollow downspout in a backwater direction. And one or more drainage ports communicating with the downspouts are preliminarily opened in the wall and drained from the drainage holes of the lowermost downpipe into the drainage ditch. Since the water does not flood much, there is no moss or dust attached to the wall, and the backwater can be drained smoothly and beautifully.
【図1】擁壁の背面より見た斜視図である。FIG. 1 is a perspective view as viewed from the back of a retaining wall.
【図2】擁壁の正面より見た斜視図である。FIG. 2 is a perspective view of the retaining wall as viewed from the front.
【図3】擁壁の他の実施例を示す背面より見た斜視図で
ある。FIG. 3 is a perspective view of another embodiment of the retaining wall as viewed from the back.
【図4】擁壁の構築状態を示す側面図である。FIG. 4 is a side view showing a construction state of a retaining wall.
【図5】擁壁の他の実施例を示す背面より見た一部切除
の斜視図である。FIG. 5 is a partially cutaway perspective view showing another embodiment of the retaining wall as viewed from the back.
【図6】図5の正面より見た斜視図である。FIG. 6 is a perspective view seen from the front in FIG. 5;
【図7】擁壁の他の実施例を示す背面より見た斜視図で
ある。FIG. 7 is a perspective view of another embodiment of the retaining wall as viewed from the back.
【図8】方形擁壁の実施例を示す斜視図である。FIG. 8 is a perspective view showing an embodiment of a rectangular retaining wall.
【図9】方形擁壁の縦樋と横樋と排水機構を示す構築の
縦断面図である。FIG. 9 is a vertical sectional view of a construction showing a vertical gutter, a horizontal gutter, and a drainage mechanism of a rectangular retaining wall.
1 擁壁 2 仕切板 3 区劃室 4 中空縦樋 5 流入口 6 排水口 7 連結樋 8 縦樋 9 横樋 10 水抜孔 DESCRIPTION OF SYMBOLS 1 Retaining wall 2 Partition plate 3 Compartment room 4 Hollow vertical gutter 5 Inflow port 6 Drainage port 7 Connecting gutter 8 Vertical gutter 9 Horizontal gutter 10 Drain hole
Claims (3)
れた区劃室3内の内壁面に1個又は複数の中空縦樋4を
取り付け、該中空縦樋4に1個又は複数の流入口5或は
流入短管を設け、前記内壁面の外部に中空縦樋4に連通
した排水口6の口端を開口し、前記各擁壁1の中空縦樋
4の上下口端を連通して順次積み重ねて形成した擁壁に
おける排水装置。1. One or a plurality of hollow vertical gutters 4 are attached to an inner wall surface in a compartment 3 in which an inner surface of a retaining wall 1 is partitioned by a partition plate 2, and one or more hollow vertical gutters 4 are attached to the hollow vertical gutter 4. A plurality of inflow ports 5 or inflow short pipes are provided, and the outside ends of the drainage ports 6 communicating with the hollow vertical gutters 4 are opened outside the inner wall surface, and the upper and lower ends of the hollow vertical gutters 4 of the respective retaining walls 1 are opened. The drainage device on the retaining wall formed by stacking in sequence.
縦樋4を取り付け、外部壁面に中空縦樋4に対応した排
水口6を穿設すると共に中空縦樋4に流入口5を設け、
前記中空縦樋4間に流入口5を有する連結樋7を横方向
に連通した請求項1記載の擁壁における排水装置。2. A hollow vertical gutter 4 having an inlet 5 is attached to the inner side surface of the retaining wall 1, and a drainage port 6 corresponding to the hollow vertical gutter 4 is formed on the outer wall surface. Is established,
The drainage device according to claim 1, wherein a connecting gutter (7) having an inflow port (5) between the hollow vertical gutters (4) communicates in a lateral direction.
樋8に複数の横樋9を連通し、該横樋9より裏水を縦樋
8内に流入させて最下段の水抜孔10より排水ができる
よう前記擁壁1と共に縦樋8の上下口端を一致させて積
み重ねた擁壁における排水装置。3. A plurality of downspouts 8 are provided in the retaining wall 1, a plurality of downspouts 9 are communicated with the downspouts 8, and backwater flows from the downspouts 9 into the downspouts 8 to form the lowermost section. A drainage device for a retaining wall which is stacked with the retaining wall 1 so that the upper and lower ends of the downspout 8 coincide with each other so that drainage can be performed through the drain hole 10.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27011794A JP2762042B2 (en) | 1994-09-27 | 1994-09-27 | Drainage device on retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27011794A JP2762042B2 (en) | 1994-09-27 | 1994-09-27 | Drainage device on retaining wall |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0892982A JPH0892982A (en) | 1996-04-09 |
JP2762042B2 true JP2762042B2 (en) | 1998-06-04 |
Family
ID=17481788
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27011794A Expired - Fee Related JP2762042B2 (en) | 1994-09-27 | 1994-09-27 | Drainage device on retaining wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2762042B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
-
1994
- 1994-09-27 JP JP27011794A patent/JP2762042B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
Also Published As
Publication number | Publication date |
---|---|
JPH0892982A (en) | 1996-04-09 |
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