JPS639601Y2 - - Google Patents

Info

Publication number
JPS639601Y2
JPS639601Y2 JP1258583U JP1258583U JPS639601Y2 JP S639601 Y2 JPS639601 Y2 JP S639601Y2 JP 1258583 U JP1258583 U JP 1258583U JP 1258583 U JP1258583 U JP 1258583U JP S639601 Y2 JPS639601 Y2 JP S639601Y2
Authority
JP
Japan
Prior art keywords
bottom plate
revetment
slope
reinforcing bars
block
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
JP1258583U
Other languages
Japanese (ja)
Other versions
JPS59121021U (en
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 filed Critical
Priority to JP1258583U priority Critical patent/JPS59121021U/en
Publication of JPS59121021U publication Critical patent/JPS59121021U/en
Application granted granted Critical
Publication of JPS639601Y2 publication Critical patent/JPS639601Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Description

【考案の詳細な説明】 本考案は護岸ブロツクの改良に関するものであ
る。
[Detailed Description of the Invention] The present invention relates to an improvement of a seawall block.

従来、河川等の護岸ブロツクにおいて、段差ご
とに踏み段面(大地に水平な面)を有して階段と
して利用できるものは既に知られている。
2. Description of the Related Art Conventionally, it is already known that a bank protection block for a river or the like has a step surface (a surface horizontal to the ground) at each step and can be used as a staircase.

しかしかかる護岸ブロツクは前記踏み段面もコ
ンクリート製であつたため、護岸機能には問題は
ないものの護岸全体をコンクリートで覆い、人工
的で不自然な景観を与えるとして、又階段として
の歩行利用に際しても滑り易い等の問題点があつ
た。
However, since the steps of such a revetment block were also made of concrete, there was no problem with the revetment function, but the entire revetment was covered with concrete, giving an artificial and unnatural landscape, and it was also considered difficult to use it for walking as a staircase. There were problems such as slippery.

本考案は上記の如き問題点に鑑み、階段状の踏
み段面に土、砂利、栗石又はコンクリート等を選
択的に載架可能にして、より自然に近い景観を提
供でき、かつ治水用としても充分な強度を有する
護岸ブロツクを提供しようとするもので、その要
旨とするところは護岸等の法面に沿つて積み上げ
可能に形成した底板と、該底板下端部から底板と
で略V字溝を形成する如く突設した受板とを備
え、上記底板中に上下方向に延びる貫通孔を設け
たことを特徴とする護岸ブロツクにある。以下本
考案を図面について詳細に説明する。
In view of the above-mentioned problems, the present invention makes it possible to selectively place soil, gravel, chestnut stone, concrete, etc. on the stepped surface of the steps, providing a more natural landscape, and also being useful for flood control. The aim is to provide a revetment block with sufficient strength, and its gist is to form a bottom plate that can be stacked along the slope of a revetment, etc., and to form a roughly V-shaped groove from the lower end of the bottom plate to the bottom plate. A revetment block is provided with a receiving plate protruding from the bottom plate, and a through hole extending in the vertical direction is provided in the bottom plate. Hereinafter, the present invention will be explained in detail with reference to the drawings.

図面は本考案の一実施例を示し、第1図は本考
案に係る護岸ブロツク10により河川の堤防等の
法面20に階段状の護岸を形成した状態の縦断側
面図であり、図中30は基礎部、40は鉄筋、5
0は踏み段面16を形成する土砂等の資材をそれ
ぞれ示す。
The drawings show one embodiment of the present invention, and FIG. 1 is a longitudinal cross-sectional side view of a state in which a step-like revetment is formed on a slope 20 of a river embankment by the revetment block 10 according to the present invention. is the foundation, 40 is the reinforcing bar, 5
0 indicates materials such as earth and sand forming the step surface 16, respectively.

上記護岸ブロツク10は第2図乃至第5図に示
す如く、法面20に沿つて積み上げ可能に形成し
た底板11と踏み段用土砂等を載架可能な如く該
底板11の下端部から底板11とで略V字溝を形
成する如く突設した受板12とを備え、底板11
中には左右側面寄りに幅方向長さの四分の一の位
置にそれぞれ一本づつ上下方向に延びる貫通孔1
3が設けられている。14は左右側面寄りに幅方
向長さの四分の一の位置にそれぞれ一つづつ設け
た立板であり、該立板14は底板11と受板12
とを連結し、受板12を補強し耐久性を増大する
とともに、護岸ブロツク10の積上げをより適確
に行なえるようにしたものである。又この積み上
げ時の安定性を増大するために、底板11の上端
面11a、下端面11b、右側端面11c、左側
端面11dにはその上方、下方、右側方、左側方
に位置する他の本護岸ブロツク10の対応する下
端面11b、上端面11a、左側端面11d、右
側端面11cと互いに嵌合し得るような段差が形
成されている。15は水分流通用の水抜孔であ
る。なお本護岸ブロツク10を階段状に積み上げ
護岸を形成した状態で、同一段の護岸ブロツク1
0の受板12の頂部12aと底板上端面11aの
上方角部を結ぶライン上に形成される踏み段面1
6はほぼ水平面に平行となるようにする。
As shown in FIGS. 2 to 5, the revetment block 10 has a bottom plate 11 formed so that it can be stacked along a slope 20, and a bottom plate 11 that extends from the lower end of the bottom plate 11 so that earth and sand for steps can be placed thereon. and a receiving plate 12 protruding so as to form a substantially V-shaped groove.
Inside, there are through holes 1 extending vertically, one each at a quarter of the width in the left and right sides.
3 is provided. Reference numeral 14 denotes a standing plate provided at a quarter of the length in the width direction near the left and right sides.
This structure reinforces the receiving plate 12 and increases its durability, and also allows the revetment blocks 10 to be stacked more accurately. In addition, in order to increase the stability during stacking, the upper end surface 11a, lower end surface 11b, right end surface 11c, and left end surface 11d of the bottom plate 11 have other main revetments located above, below, on the right side, and on the left side. Steps are formed so that they can fit into the corresponding lower end surface 11b, upper end surface 11a, left end surface 11d, and right end surface 11c of the block 10. 15 is a drain hole for water flow. Furthermore, when the present seawall blocks 10 are piled up in a stair-like manner to form a seawall, the seawall blocks 1 on the same level are
A step surface 1 formed on a line connecting the top part 12a of the receiving plate 12 of No. 0 and the upper corner of the bottom plate upper end surface 11a.
6 should be approximately parallel to the horizontal plane.

次に上記の如き護岸ブロツク10を用いて堤防
等の法面20に階段状の護岸を形成する方法につ
いて説明する。まず第1図に示す如く法面20の
下部にコンクリート等による基礎30を打設す
る。この際、法面20に沿つて上下方向に延びる
ように鉄筋40を配設し、該鉄筋40の下部を上
記基礎30に固定する。なお、鉄筋40の横方向
の間隔は上記護岸ブロツク10の底板11の貫通
孔13間の間隔と等しくする。次に護岸ブロツク
10の底板11の裏面が法面20に当接するよう
に向け基礎30に固定した鉄筋40の上端を貫通
孔13に通し、基礎30に接する位置まで護岸ブ
ロツク10を引き下げる。この状態で貫通孔13
と鉄筋40との空隙部内にコンクリートを打込
む。しかる後に二段目の護岸ブロツク10を一段
目のそれより横方向に二分の一だけずらした状態
にして鉄筋40の上端を貫通孔13に通し上積み
する。この状態で二段目の護岸ブロツク10の貫
通孔13と鉄筋40との空隙部内にコンクリート
を打込む。このように順次護岸ブロツク10の上
積みを行なうとともに貫通孔13と鉄筋40との
空隙部内にコンクリートの打込みを行なうことに
より、鉄筋40と護岸ブロツク10との間に空隙
が無くなり安定的に固定されるとともに積み上げ
た護岸ブロツク10間は強固に一体的に連結され
る。続いて踏み段面16を形成するため、一体的
強固に構築された護岸の各段において、底板11
と受板12とで形成される略V字溝17に土、砂
利、栗石又はコンクリート等を選択自在に載架す
る。
Next, a method of forming a step-like revetment on a slope 20 of an embankment or the like using the revetment block 10 as described above will be explained. First, as shown in FIG. 1, a foundation 30 made of concrete or the like is placed at the bottom of the slope 20. At this time, reinforcing bars 40 are arranged so as to extend in the vertical direction along the slope 20, and the lower portions of the reinforcing bars 40 are fixed to the foundation 30. The horizontal spacing between the reinforcing bars 40 is equal to the spacing between the through holes 13 in the bottom plate 11 of the revetment block 10. Next, the upper end of the reinforcing bars 40 fixed to the foundation 30 is passed through the through hole 13 so that the back surface of the bottom plate 11 of the revetment block 10 contacts the slope 20, and the revetment block 10 is lowered to a position where it contacts the foundation 30. In this state, the through hole 13
Concrete is poured into the gap between the reinforcing bars 40 and the reinforcing bars 40. Thereafter, the second stage revetment block 10 is shifted horizontally by one-half from that of the first stage, and the upper ends of the reinforcing bars 40 are passed through the through holes 13 and stacked on top. In this state, concrete is poured into the gap between the through hole 13 of the second stage revetment block 10 and the reinforcing bars 40. By sequentially stacking the revetment blocks 10 in this way and pouring concrete into the gaps between the through holes 13 and the reinforcing bars 40, there is no gap between the reinforcing bars 40 and the rebar blocks 10, and they are stably fixed. The seawall blocks 10 stacked together are firmly and integrally connected. Subsequently, in order to form the step surface 16, the bottom plate 11 is
Soil, gravel, chestnut stone, concrete, or the like is selectively placed in a substantially V-shaped groove 17 formed by the receiving plate 12 and the receiving plate 12.

このようにして護岸ブロツク10間は一体的に
強固に連結することにより護岸として従来通りの
強固を有するのは勿論のこと、各段ごとに底板1
1と受板12とで形成された略V字溝17に土、
砂利、栗石又はコンクリート等の土木資材を護岸
の状況に応じて適宜選択して載架することにより
階段としての踏み段を材質自在に構築でき、特に
土砂等を選択的に載架すれば、より自然に近い景
観を有し動植物等も繁殖可能で階段としても利用
できるものにすることができる。
In this way, the revetment blocks 10 are integrally and firmly connected, which not only provides the same solidity as the conventional revetment, but also provides a bottom plate for each stage.
Soil is placed in the approximately V-shaped groove 17 formed by the receiving plate 12 and the receiving plate 12.
By selecting and mounting civil engineering materials such as gravel, chestnut stone, or concrete as appropriate depending on the situation of the revetment, steps as stairs can be constructed using any material.In particular, if earth and sand are selectively mounted, It has a landscape close to nature, allows animals and plants to breed, and can be used as stairs.

以上説明した如く本考案に係る護岸ブロツクに
よれば、護岸等の法面に沿つて積み上げ可能に形
成した底板と、該底板下端部から底板とで略V字
溝を形成する如く突設した受板とを備え、上記底
板中に上下方向に延びる貫通孔を設けたので、該
護岸ブロツクを堤防等の法面上に沿つて積み上げ
るに際し、貫通孔に鉄筋を挿通しこの貫通孔と鉄
筋との空隙部にコンクリート、モルタル等を打込
むことにより、段差を有して積み上げられた複数
の護岸ブロツク間を一体化でき、護岸としての強
度を増大でき、さらに各段ごとに形成されたV字
溝に土砂等の土木資材を選択自在に載架して階段
としての踏み段を材質自在に構築でき、特に土砂
等を選択的に載架すれば、より自然に近い景観を
有し動植物等も繁殖可能で階段としても利用でき
る等の利点を有するものである。
As explained above, according to the revetment block according to the present invention, the bottom plate is formed so as to be stackable along the slope of the revetment, etc., and the receiver is protruded from the lower end of the bottom plate so as to form a substantially V-shaped groove with the bottom plate. Since the bottom plate is provided with a through hole extending in the vertical direction, when the revetment blocks are piled up along the slope of an embankment, reinforcing bars are inserted into the through holes to connect the through holes and the reinforcing bars. By pouring concrete, mortar, etc. into the gaps, it is possible to integrate multiple revetment blocks stacked with steps, increasing the strength of the revetment, and further improving the V-shaped grooves formed in each step. By selectively placing civil engineering materials such as earth and sand on the floor, steps can be constructed using any material.In particular, if earth and sand are selectively placed on the earth and sand, it creates a landscape that is closer to nature and is home to plants and animals. It has the advantage that it can be used as a staircase.

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

図面は本考案の一実施例を示すもので、第1図
は本考案に係る護岸ブロツクにて護岸を構成した
状態の縦断面図、第2図は積み上げ作業を説明す
るための一部分の斜視図、第3図は本考案に係る
護岸ブロツクの平面図、第4図は同じく側面図、
第5図は同じく正面図である。 10……護岸ブロツク、11……底板、12…
…受板、13……貫通孔、14……立板、15…
…水抜孔、16……踏み段面、17……略V字
溝、20……法面、30……基礎、40……鉄
筋。
The drawings show one embodiment of the present invention, and Fig. 1 is a longitudinal sectional view of a state in which a revetment is constructed using the revetment blocks according to the present invention, and Fig. 2 is a partial perspective view for explaining the stacking work. , FIG. 3 is a plan view of the seawall block according to the present invention, and FIG. 4 is a side view of the same.
FIG. 5 is also a front view. 10... Seawall block, 11... Bottom plate, 12...
...Receiving plate, 13... Through hole, 14... Vertical plate, 15...
...Drainage hole, 16...Step surface, 17...Approximately V-shaped groove, 20...Slope surface, 30...Foundation, 40...Reinforcement bar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 護岸等の法面に沿つて積み上げ可能に形成した
底板と、該底板下端部から底板とで略V字溝を形
成する如く突設した受板とを備え、上記底板中に
上下方向に延びる貫通孔を設けたことを特徴とす
る護岸ブロツク。
A through hole extending vertically into the bottom plate, comprising a bottom plate formed to be stackable along the slope of a seawall, etc., and a receiving plate protruding from the lower end of the bottom plate so as to form a substantially V-shaped groove with the bottom plate. A seawall block characterized by having holes.
JP1258583U 1983-01-31 1983-01-31 Seawall block Granted JPS59121021U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1258583U JPS59121021U (en) 1983-01-31 1983-01-31 Seawall block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1258583U JPS59121021U (en) 1983-01-31 1983-01-31 Seawall block

Publications (2)

Publication Number Publication Date
JPS59121021U JPS59121021U (en) 1984-08-15
JPS639601Y2 true JPS639601Y2 (en) 1988-03-22

Family

ID=30143985

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1258583U Granted JPS59121021U (en) 1983-01-31 1983-01-31 Seawall block

Country Status (1)

Country Link
JP (1) JPS59121021U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0316896Y2 (en) * 1985-07-05 1991-04-10

Also Published As

Publication number Publication date
JPS59121021U (en) 1984-08-15

Similar Documents

Publication Publication Date Title
JPS639601Y2 (en)
KR200345937Y1 (en) Precast concrete block for retaining wall
US7147406B2 (en) Wall structure for retaining soils
KR200263961Y1 (en) Sectional block for retaining wall building
JP3537398B2 (en) Assembly fencer
JP3446116B2 (en) Ecological conservation block and stacking method
KR20100100294A (en) Installation structure of block type breast wall and its construction method
KR200146327Y1 (en) An assembling block for a retaining wall
JP2002250043A (en) Wall face protective block
KR100593181B1 (en) A terrace-revetment unit and a process of construction unsing the same
JP2000328542A (en) Vegetation type slope protecting assembly block and installation thereof
JP2881235B2 (en) Slope stabilization method and formwork block for slope stabilization
KR100341856B1 (en) Method of embanking in shore
KR20100001736U (en) Structure of retaining wall having a possible planting for cutting slope
JPS6029487Y2 (en) Block for retaining wall
JP3236880B2 (en) Greening seawall and concrete block for seawall
JP3294715B2 (en) Block structure for retaining wall and method for forming retaining wall
KR200228770Y1 (en) Assemblage watercourse for side concave of road
KR100669031B1 (en) The slope construction method of having used vegetation block structure and this
JPH04166507A (en) Block work for consolidation of foundation of natural stone
JP3157132B2 (en) Retaining wall block and retaining wall structure
JPH0754348Y2 (en) Combination basic block and combination basic
JP2650617B2 (en) Construction method of shade concrete for planting and its concrete block
JP2539608Y2 (en) Deep fish floor construction large foundation block
JP2799845B2 (en) Construction method of underground seepage type gutter