JPS6032212Y2 - boundary retaining wall - Google Patents

boundary retaining wall

Info

Publication number
JPS6032212Y2
JPS6032212Y2 JP5283882U JP5283882U JPS6032212Y2 JP S6032212 Y2 JPS6032212 Y2 JP S6032212Y2 JP 5283882 U JP5283882 U JP 5283882U JP 5283882 U JP5283882 U JP 5283882U JP S6032212 Y2 JPS6032212 Y2 JP S6032212Y2
Authority
JP
Japan
Prior art keywords
wall
boundary
curved
retaining wall
plate
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
Application number
JP5283882U
Other languages
Japanese (ja)
Other versions
JPS58156751U (en
Inventor
久勝 福田
Original Assignee
株式会社建設工学研究所
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 株式会社建設工学研究所 filed Critical 株式会社建設工学研究所
Priority to JP5283882U priority Critical patent/JPS6032212Y2/en
Publication of JPS58156751U publication Critical patent/JPS58156751U/en
Application granted granted Critical
Publication of JPS6032212Y2 publication Critical patent/JPS6032212Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、例えば高低差のある道路と宅地等の境界部に
土留壁を構築する際に適用される境界擁壁に関する。
[Detailed Description of the Invention] The present invention relates to a boundary retaining wall that is applied, for example, when constructing an earth retaining wall at the boundary between a road and a residential area with a difference in height.

従来、上述境界擁壁としては、コンクリート擁壁、石積
、ブロック積等が使用されているが、上記コンクリート
擁壁は鉛直に構築し得ても、それは美観上好ましいもの
ではなく、又段差が大きい場所に構築する際は第1図に
例示した如く、コンクリート擁壁、石積、ブロック積、
何れの擁壁aにあっても、構造力学上適当な法を付けな
ければならない。
Conventionally, concrete retaining walls, stone masonry, block masonry, etc. have been used as the above-mentioned boundary retaining walls, but even if the above-mentioned concrete retaining walls can be constructed vertically, it is not aesthetically pleasing and also has large steps. When constructing on site, concrete retaining walls, stone masonry, block masonry,
No matter which type of retaining wall a is used, appropriate methods must be applied in terms of structural mechanics.

従って、道路面すと宅地Cとの段差Hが大きくなればな
るほど、境界線dと宅地Cとの離間距離1が長くなり、
その分だけ宅地使用面積が狭くなるものであった。
Therefore, the larger the level difference H between the road facing the residential land C and the residential land C, the longer the separation distance 1 between the boundary line d and the residential land C.
As a result, the area available for residential use was reduced accordingly.

そこで本考案は上述従来擁壁の事情に鑑みて検討の結果
、新規な境界擁壁を得たものであって、その目的とする
ところは、道路と宅地等の境界部にあって、その道路面
より宅地面が相当に高い場所でも、上部宅地等を境界線
近くまで一杯に利用でき、かつ土圧に対して構造力学上
充分満足し得る強度を有し、しかも美観を保ち得るよう
にしたことにある。
Therefore, the present invention is a new boundary retaining wall that has been developed as a result of studies taking into account the circumstances of the conventional retaining walls mentioned above. Even in locations where the residential area is considerably higher than the surface, the upper residential area can be fully utilized up to the boundary line, has enough structural strength to withstand earth pressure, and maintains its aesthetic appearance. There is a particular thing.

以下本考案を図示の実施例について詳述すれば、境界擁
壁1は第2図、第3図に示したように、上部を前方へ大
きく彎曲して立設した板状の曲立壁2と、該曲立壁2の
下部から前方へ延出した排水孔3・・・・・・を有する
板状の底壁4とさらに、当該底壁4から上記曲立壁の高
さhよりも高長h′が充分に小さくなるよう延出されて
いる前傾壁5とを備えて、下部に側面略凹字状の鉢部6
を設けて構成されている。
The present invention will be described in detail below with reference to the illustrated embodiment. As shown in FIGS. 2 and 3, the boundary retaining wall 1 is a plate-shaped curved wall 2 that is erected with the upper part curved greatly forward. , a plate-shaped bottom wall 4 having a drainage hole 3 extending forward from the lower part of the curved wall 2, and a height h higher than the height h of the curved wall from the bottom wall 4. ′ is sufficiently small, and a bowl portion 6 having a substantially concave side surface is provided at the lower part.
It is configured with the following.

即ち、上記曲立壁2は、水平な底壁4の後端縁から一体
に立設されており、その略下半部2aは鉛直に形成され
、上半部2bは大きな曲率をもって前方へ彎曲し、その
頂部2cが道路7と宅地等8との境界線9近傍まで曲傍
まで曲突するように形成されている。
That is, the curved wall 2 is integrally erected from the rear end edge of the horizontal bottom wall 4, and its substantially lower half 2a is formed vertically, and its upper half 2b is curved forward with a large curvature. , the top part 2c is formed so as to be curved to the vicinity of the boundary line 9 between the road 7 and the residential land 8.

一方、前傾壁5は、底壁4の前端縁から一体に斜め前方
へ傾斜起立して、その前端を上述境界線9上に一致する
ように設けてあり、又上記鉢部6は、上記曲立壁2の下
部と底壁4と前傾壁5とによって凹溝状に形成されてい
る。
On the other hand, the forward inclined wall 5 stands obliquely forward integrally from the front edge of the bottom wall 4, and is provided so that its front end coincides with the above-mentioned boundary line 9. The lower part of the curved wall 2, the bottom wall 4, and the forward inclined wall 5 form a concave groove shape.

こ)で、上記曲立壁2は、頂部2cに排水用の凹溝10
が設けられ、又彎曲した上部から、鉛直な下部にかけて
、上記凹溝10と鉢部6を連通する給水路11を設けて
形威されている。
In this case, the curved wall 2 has a concave groove 10 for drainage at the top 2c.
A water supply channel 11 is provided from the curved upper part to the vertical lower part to communicate the groove 10 and the pot part 6.

上記給水路11は、自立壁2の背面に縦溝11aを設け
、その上端を上記凹溝10に、又下端は、自立壁2の下
部に貫通形成した小孔11bに夫々連通して形成するか
、またパイプllcを自立壁2の前面もしくは背面に沿
って縦設し、これが上端は上記凹溝10に連通し、下端
を鉢部6に連通して形威される。
The water supply channel 11 is formed by providing a vertical groove 11a on the back surface of the free-standing wall 2, with its upper end communicating with the groove 10, and its lower end communicating with a small hole 11b formed through the lower part of the free-standing wall 2. Alternatively, a pipe llc is vertically installed along the front or back side of the free-standing wall 2, and its upper end communicates with the groove 10 and its lower end communicates with the pot 6.

又、この境界擁壁1は、自立壁2から底壁4、前傾壁5
にかけて鉄筋(図示せず)を配置し、力学的に充分な強
度をもたせた鉄筋コンクリートにより形威される。
In addition, this boundary retaining wall 1 includes a free-standing wall 2, a bottom wall 4, and a forward-sloping wall 5.
Reinforcing bars (not shown) are placed throughout the structure, and it is made of reinforced concrete that has sufficient mechanical strength.

更にこの境界擁壁1は、第2図に示した如く例えば横幅
が1mないし2mのブロックとして工場生産し、当該ブ
ロックを現場に搬入して、常法により横幅方向へ連結す
るよう用いるか、現場打ちコンクリートを行なって構築
することも可能である。
Furthermore, this boundary retaining wall 1 can be produced in a factory as blocks with a width of 1 m to 2 m, for example, as shown in Fig. 2, and the blocks can be transported to the site and connected in the width direction using a conventional method, or It is also possible to construct by pouring concrete.

尚、図示のように前傾壁5の前端部に側溝12を一体に
形威しておくようにしてもよい。
Incidentally, as shown in the figure, the side groove 12 may be formed integrally with the front end of the front inclined wall 5.

而して上記境界擁壁1は、工場生産方式、現場打ち何れ
の場合であっても、基礎下面の応力分散と、不同沈下防
止の為に基礎栗石屑13を第3図の如く敷設し、この基
礎票石屑13上に底壁4、前傾壁5を接地すると共に、
自立壁2の背部と地盤8aとの間には集水用の栗石屑1
4を配設して図示の如く構築するのであり、さらに鉢部
6には植±15を入れて、図示の如く植物16を植える
のである。
Therefore, regardless of whether the boundary retaining wall 1 is manufactured in a factory or cast on site, foundation stone chips 13 are laid as shown in Fig. 3 in order to distribute stress on the lower surface of the foundation and prevent uneven settlement. The bottom wall 4 and the front inclined wall 5 are grounded on this foundation slab 13, and
Between the back of the freestanding wall 2 and the ground 8a, there is chestnut stone waste 1 for collecting water.
4 is arranged and constructed as shown in the figure, and a pot 15 is placed in the pot 6 and a plant 16 is planted as shown in the figure.

こ)で上述のようにして構築した境界擁壁1に加わる土
圧荷重と、該土圧荷重に対する反力につき考察すると、
第4図に示す通り、土圧分布荷重を集中荷重と考えると
、自立壁2には荷重E。
Considering the earth pressure load applied to the boundary retaining wall 1 constructed as described above and the reaction force against the earth pressure load,
As shown in Fig. 4, if we consider the earth pressure distributed load as a concentrated load, the freestanding wall 2 will have a load E.

W□が加わり、その合力Wは図示の如く底壁4と前傾壁
5に作用する。
W □ is added, and the resultant force W acts on the bottom wall 4 and the forward inclined wall 5 as shown in the figure.

一方、境界擁壁1の接地面形状は、上述のような水平な
底壁4と、これが前端縁から斜め前方へ傾斜立設した前
傾壁5とによって凹字形状となっているので、反力P、
Rは図示の如く、上記合力Wに対抗する方向に作用する
On the other hand, the contact surface of the boundary retaining wall 1 has a concave shape due to the above-mentioned horizontal bottom wall 4 and the front inclined wall 5 which stands obliquely forward from the front edge. Power P,
As shown in the figure, R acts in a direction opposing the resultant force W.

従って、上述のように土圧が加わっても当該擁壁1は、
その滑りに対して安定である。
Therefore, even if earth pressure is applied as described above, the retaining wall 1 will
It is stable against that slippage.

以上説明したように本考案に係る境界擁壁によれば、上
部を前方へ彎曲した板状の自立壁2と、該自立壁2の下
部から前方へ延出した排水孔3・・・・・・を有する板
状の底壁4と、当該底壁4から前方へ、自立壁2の高さ
hよりも高長h′が低くなるよう延出した板状の前傾壁
5とを備えて、下部に側面略凹字状の鉢部6を形威した
ものであるから、例えば道路7と宅地等8との段差のあ
る場所等にあって、その土留擁壁とした場合、自立壁2
は、その頂部2cが境界線9近傍に配置でき、高価な宅
地8等を、境界線9一杯に利用できると共に、下部には
道路7面に沿って設けた鉢部6により植樹できるので美
観を向上でき、かつ境界線の緑化を計ることができる。
As explained above, according to the boundary retaining wall according to the present invention, there is a plate-shaped freestanding wall 2 whose upper part is curved forward, and a drainage hole 3 extending forward from the lower part of the freestanding wall 2.・A plate-shaped bottom wall 4 having a shape of 1, and a plate-shaped forward-sloping wall 5 extending forward from the bottom wall 4 so that the height h' is lower than the height h of the free-standing wall 2. Since it has a pot part 6 with a generally concave shape on the lower part, if it is used as a retaining wall in a place where there is a step between a road 7 and a residential lot 8, for example, the free-standing wall 2
The top part 2c can be placed near the boundary line 9, making it possible to utilize the entire boundary line 9 of the expensive residential land 8, etc., and at the same time, trees can be planted in the pot part 6 provided along the road surface 7 at the bottom, which improves the aesthetic appearance. It is possible to improve the area and green the border.

又、接地面は、土圧合力に対して反力が、これに抵抗す
る形状に形威しであるので、当該擁壁1は、その滑りに
対して安定となり構造力学上からも安定した強度が確保
できる。
In addition, since the contact surface is shaped so that the reaction force resists the resultant earth pressure force, the retaining wall 1 is stable against slippage and has stable strength from a structural mechanics perspective. can be secured.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の境界擁壁を例示した縦断側面図、第2図
は本考案に係る境界擁壁のブロックとした一実施例を示
す斜視図、第3図は同境界擁壁の縦断側面図、第4図は
同境界擁壁の土圧及び反力分布説明図である。 2・・・・・・自立壁、2c・・・・・・自立壁の頂部
、3・・・・・・排水孔、4・・・・・・底壁、5・・
・・・・前傾壁、6・・・・・・鉢部、10・・・・・
・凹溝、11・・・・・・給水路、h・・・・・・自立
壁の高さ、h′・・・・・・前傾壁の高さ。
Fig. 1 is a longitudinal side view illustrating a conventional boundary retaining wall, Fig. 2 is a perspective view illustrating an embodiment of the boundary retaining wall as a block according to the present invention, and Fig. 3 is a longitudinal side view of the boundary retaining wall. Figure 4 is an explanatory diagram of the earth pressure and reaction force distribution of the boundary retaining wall. 2... Self-supporting wall, 2c... Top of free-standing wall, 3... Drain hole, 4... Bottom wall, 5...
・・・Forward leaning wall, 6... Pot part, 10...
- Concave groove, 11... Water supply channel, h... Height of free standing wall, h'... Height of forward leaning wall.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] (1)上部を前方へ彎曲した板状の曲立壁と、該曲立壁
の下部から前方へ延出した排水孔を有する板状の底壁と
、当該底壁から前方へ、曲立壁の高さよりも低くなるよ
う延出した板状の前傾壁とを具備させて、下部に側面略
凹字形状の鉢部を形成してなる境界擁壁。
(1) A plate-shaped curved wall whose upper part is curved forward; a plate-shaped bottom wall having a drainage hole extending forward from the bottom of the curved wall; The boundary retaining wall is provided with a plate-shaped forward inclined wall that extends so as to be lower, and forms a pot portion with a generally concave shape on the side at the lower part.
(2)曲立壁が、その頂部の凹溝と、その壁部にあって
上記凹溝と鉢部を連通する給水路とを有している実用新
案登録請求の範囲第1項記載の境界擁壁。
(2) A boundary structure according to claim 1 of the utility model registration claim, wherein the curved wall has a concave groove at its top and a water supply channel located in the wall and communicating the concave groove and the pot part. wall.
JP5283882U 1982-04-12 1982-04-12 boundary retaining wall Expired JPS6032212Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5283882U JPS6032212Y2 (en) 1982-04-12 1982-04-12 boundary retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5283882U JPS6032212Y2 (en) 1982-04-12 1982-04-12 boundary retaining wall

Publications (2)

Publication Number Publication Date
JPS58156751U JPS58156751U (en) 1983-10-19
JPS6032212Y2 true JPS6032212Y2 (en) 1985-09-26

Family

ID=30063533

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5283882U Expired JPS6032212Y2 (en) 1982-04-12 1982-04-12 boundary retaining wall

Country Status (1)

Country Link
JP (1) JPS6032212Y2 (en)

Also Published As

Publication number Publication date
JPS58156751U (en) 1983-10-19

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