JP3065629U - U-shaped concrete block - Google Patents
U-shaped concrete blockInfo
- Publication number
- JP3065629U JP3065629U JP1998009103U JP910398U JP3065629U JP 3065629 U JP3065629 U JP 3065629U JP 1998009103 U JP1998009103 U JP 1998009103U JP 910398 U JP910398 U JP 910398U JP 3065629 U JP3065629 U JP 3065629U
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- Prior art keywords
- block
- concrete block
- construction
- shaped concrete
- soil
- 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.)
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Abstract
(57)【要約】
【課題】 土木工事の積畳物の構成に関し自然環境の保
持、工事の簡易化に係る。
【解決手段】 U字型コンクリートブロックの側壁外面
に一定角度等をもつ凹凸1,2,3,4,19,20,
を施し上下左右の組合せを地形により行い、これに通水
穴12を設け、工事種類に応ずる。
(57) [Abstract] [Problem] The present invention relates to maintenance of natural environment and simplification of construction related to the construction of piles in civil engineering work. SOLUTION: Unevenness having a certain angle or the like is formed on an outer surface of a side wall of a U-shaped concrete block.
The top, bottom, left, and right are combined according to the terrain, and a water hole 12 is provided in this, depending on the type of construction.
Description
【0001】[0001]
本考案は自然地盤の礫交り層砂,砂利,粘土,シルト層及びその交互層で形成 される土質状況下において施工される土木工事に適合したコンクリートブロック 。 The present invention is a concrete block suitable for civil engineering work under the soil condition formed by the gravel intercalation layer sand, gravel, clay, silt layer and the alternation layer of natural ground.
【0002】[0002]
従来の技術では工事の各分野で使用されているコンクリートブロックは塊型又 は平面版型で多少の形状の差異はあるものの比較的大型のものが使用され工事現 場においてはブロックの重量に合わせた運搬と施工機械による据付工事となり、 又平板型等においては多数の積手間を要し、更に現地発生上砂の捨土運搬処理等 を伴い無用の工事費の増大を来たし、又工事現場の現状を必要以上に破壊し大き な変容を来たしているものである。特に河川沼沢等に従来型ブロックを使用する 場合は自然環境景観を破壊し併せて水みちを遮断し治水利水の本来的在り方に必 ずしも合致したものでなかった部分もあった。 In the prior art, concrete blocks used in various fields of construction are either massive or flat slabs, and although there are some differences in shape, relatively large ones are used. Transport and installation work with construction machinery, and in the case of a flat plate type, a large number of piles are required. This is a situation that has destroyed the current situation unnecessarily and has caused a great transformation. In particular, when using conventional blocks in rivers and marshes, the natural environment and landscape were destroyed and the waterways were cut off, and there were some parts that did not necessarily match the original way of flood control water use.
【0003】[0003]
本考案は前記の不合理から脱却し自然保護環境保全公共工事費等の節減と構造 物の安定性確保のため従来行われている大型塊ブロック版状ブロックに換えて、 自然地盤条件に適合した積畳工作物として新たな発想の下にこの自然条件を最大 限生かし工学的にも安定性が確保され時代要請に応じ馴染み易い構造であるU字 型コンクリートブロックを提案するものである。 The present invention has been adapted from the above-mentioned absurdities to the natural ground conditions, instead of the conventional large block block-shaped blocks in order to save public construction costs for nature conservation and environmental conservation and to secure the stability of structures. Utilizing this natural condition to the utmost, as a stacking work, we propose a U-shaped concrete block that has a structure that is stable in terms of engineering and can be easily adapted to the demands of the times.
【0004】[0004]
このブロックは底版下面を一定角度寸法で凹凸に製作し、又側壁上端に同様な 凹凸を施しこの上下の組合せにより接面の滑りを無くし前後方向上下方向の移動 がなく組積を堅牢なものとする。 In this block, the bottom surface of the bottom plate is made uneven at a certain angle, and the top and bottom of the side walls are made to have the same unevenness. I do.
【0005】 同様にこのブロックの側壁の外面に一定角度をもつ凹凸を施すことにより設置 される隣ブロックと左右方向に噛合うようにして連続的に並列させ一体性を確保 し移動のない堅牢なものとする。[0005] Similarly, the outer surface of the side wall of this block is provided with irregularities having a certain angle, and is continuously arranged in parallel in a left-right direction so as to mesh with an adjacent block to be installed, thereby securing integrity and being robust without movement. Shall be.
【0006】 底版及び側壁の内側も同様に一定の凹凸又は凸を施し中詰土砂の凾内での辷り を防止し内容物を含めた構造的単体とし地山との土質的同一性を確保し乍ら安定 諸元を充たす。[0006] Similarly, the inside of the bottom slab and the side walls are also provided with certain irregularities or protrusions to prevent slippage of the filled soil inside the box, and as a structural unit including the contents, to secure the soil identity with the ground. Satisfy the specifications while maintaining stability.
【0007】 このブロックの設置ケ所の地山又は堤体の土質が比較的安定性がある場合には ブロックの間隔を適宜に配置し、ブロック間には間詰として安定性のある土砂を 充填する、総体的積畳工費の大幅な軽減ができる。[0007] If the soil of the ground or embankment at the place where the blocks are installed is relatively stable, the intervals between the blocks are appropriately arranged, and the blocks are filled with stable earth and sand as a space between the blocks. The overall cost of stacking can be greatly reduced.
【0008】 側壁及び底版には適宜通水穴を配置しその通水性により缶詰土砂及び地山又は 堤体との含水状態を一定にし土質の異状な変化による構造体の歪を防止する。[0008] Water holes are appropriately arranged on the side walls and the bottom slab to maintain the water content of the canned soil and the ground or the embankment by the water permeability, thereby preventing the structural body from being distorted due to an abnormal change in soil quality.
【0009】 土留又は法留等陸上積畳工においては崩落変形を起さないよう背後土質の一定 の含水状態を維持し安息角の変化を最少限にするため適宜な径の穴を配置する。 又上下段に重ね合わせた際の露出段差部分には芝草花等を植栽し景観を連続的に より向上させることができる。[0009] In land-based tatami mats such as earth retaining or burial, holes having an appropriate diameter are arranged so as to maintain a constant hydrous condition of the soil behind and minimize the change in the angle of repose so as not to cause collapse deformation. In addition, turf grass and the like are planted in the exposed steps when the upper and lower layers are superimposed, so that the landscape can be continuously improved.
【0010】 河川沼沢等特に自然環境の維持向上を計るところについて、積畳工背後の水は 河川沼沢等の水とその水位水質は極めて良く連動性をもつものであるので、小動 物、昆蟲、水辺植物の生態に合致したいわゆるよい水辺を提供できる構造物で形 成される必要がある。 特にこのU字型コンクリートブロックは適宜配置されている穴の通水性をもっ て上流から築堤中をも流れる覆流水、背後地からの浸透水、前面水位変動による 毛管現象などに対し有効に作用し積畳工として配置された周囲土砂を含め全体的 構造体としての安定性を保ちうる。更に河床と護岸の接続線周辺は常に一定水位 を保持することが可能であり生物環境の保全と景観を維持に資するものである。[0010] With respect to rivers and marshes and other places where the natural environment is to be maintained and improved, the water behind the pavement works with rivers and marshes and the like, and the water level of the water is extremely good. However, it must be constructed with a structure that can provide a so-called good waterfront that matches the ecology of waterfront plants. In particular, this U-shaped concrete block effectively acts on underflow water flowing from the upstream through the embankment, seepage water from the hinterland, capillary action due to fluctuations in the front water level, etc. It can maintain the stability of the whole structure including the surrounding earth and sand arranged as the laying work. Furthermore, it is possible to maintain a constant water level around the connection between the riverbed and the revetment, which contributes to the preservation of the biological environment and maintenance of the landscape.
【0011】 海岸工事において特に段階工などに応用した場合汀線海底勾配から背後地まで の勾配に対し無理なく積畳工域は被覆工が施工でき上下段の空間に海岸性植生を 配し環境保全と消波性をもった海岸工作物を設置することができる。[0011] When applied to coastal works, especially in step construction, etc., it is possible to cover the stacking area without difficulty against the gradient from the shoreline seabed gradient to the hinterland, and to arrange coastal vegetation in the upper and lower spaces to protect the environment. It is possible to set up a coastal structure with wave-dissipating properties.
【0012】 不安定地盤の改良について、このU字型コンクリートブロックを適宜上向で設 置し土砂を充填し更にその上に同様ブロックを並べ同様作業を繰り返し圧密沈下 させその状況をみて上部工の設置を可能とすることができる。含水量の多い流動 性土質をブロック底版側壁の通水穴を通して水分を絞り込み泥土中の水分の排除 と中詰した良質土砂の置換えによって不安定軟弱地盤の強化に役立つものである 。Regarding the improvement of the unstable ground, this U-shaped concrete block is appropriately placed facing upward, filled with earth and sand, and the same blocks are arranged thereon. Installation can be possible. It is useful for strengthening unstable soft ground by removing water from mud and replacing high-quality soil filled with mud, by squeezing water from fluid soil with high water content through water holes in the side wall of the block bottom slab.
【0013】 施工の安直性について、上下左右の一定な凹凸数により重ね合わせ位置を凹凸 の順番で指定して施工することにより簡単に所定の法勾配の積畳工を設置するこ とができる。[0013] Concerning the agility of the construction, by specifying the overlapping position in the order of the irregularities by the constant number of irregularities in the upper, lower, left and right directions, it is possible to easily install the tatami mats with a predetermined slope.
【0014】 U字型コンクリートブロックの内外の土質は施工地内土質と同様なものである べきで陸上では残土、河川では河床土、海岸では海岸発生材などをブロックに充 填できる極めて安直に機械施工が可能であり、労力の節減はもとより工事費の多 大な削減が達成できる。[0014] The inside and outside soil of the U-shaped concrete block should be similar to the soil in the construction site, and it is possible to fill the block with remaining soil on land, riverbed soil on rivers, and shore generated material on the coast. It is possible to achieve significant reductions in construction costs as well as labor savings.
【0015】[0015]
考案の実施形態を実施例に基づき図面を参照して説明する。 図1,2においてU字型コンクリートブロックの側面23の1は凹2は凸とし 反対側の側面23も対称に3,4の凹凸とする。同様に底版5にも凹6凸7を有 する。図4a,b,cの8は鉄筋でブロック形態に応じて適宜配置する。図3a の露出部となる前板9、図7,図5aの前板9a、図7,図5aの前板9aは木 材又はプレキャスト化粧材等で製作し溝を凸部10に差込みU字型ブロックに組 合せる。図3bの開放部11は施工現場の地山の土砂面に接するようになる。1 2,14は通水滲水口で適宜個数を設ける。又図9,10に示す凾体中間に支柱 25,25aを設け前板9が短いものが使用でき積重が安定したものとすること ができる。 An embodiment of the invention will be described based on an example with reference to the drawings. In FIGS. 1 and 2, the concave side 2 of the side 23 of the U-shaped concrete block is convex and the opposite side 23 is also symmetrical with three and four irregularities. Similarly, the bottom slab 5 also has concave 6 convex 7. Reference numeral 8 in FIGS. 4A, 4B, and 4C is a reinforcing bar that is appropriately arranged according to the block configuration. The front plate 9 to be the exposed portion in FIG. 3a, the front plate 9a in FIGS. 7 and 5a, and the front plate 9a in FIGS. 7 and 5a are made of wooden material or precast decorative material, etc. Combine with mold block. The opening 11 in FIG. 3b comes into contact with the earth and sand surface of the ground at the construction site. Numerals 12 and 14 are provided as appropriate. In addition, columns 25 and 25a are provided in the middle of the box shown in FIGS. 9 and 10, and a short front plate 9 can be used, so that the stacking can be stabilized.
【0016】 図1,2のブロックが並列に配置され、現場地形土質等により連続させる必要 がなく1箇おき等適宜に間隔をおいて設置する場合、図7の如く次のブロック間 の接続を適宜長さのものを製作する前板9aにより組立溝16に凸24部分を差 込み行う。又ブロック間の接続は必要により通水口14を利用して止金具24等 で行う。各段の前面部は各ブロックの凹凸ピッチごとに一定に噛合せる構成とす る。When the blocks shown in FIGS. 1 and 2 are arranged in parallel and are not required to be continuous depending on the geographical characteristics of the site and are installed at appropriate intervals such as every other block, the connection between the next blocks is made as shown in FIG. The protrusion 24 is inserted into the assembly groove 16 by the front plate 9a having an appropriate length. The connection between the blocks is made by the fastener 24 or the like using the water inlet 14 as necessary. The front part of each step is designed to be engaged with each block at a constant pitch.
【0017】 図1,2のブロックが直接側方に接合する場合は前板9を取付他のブロックの 側面と対称となる側面の凹1凸2と組合せ側の凸4凹3を組合せ配置することが できる。When the blocks shown in FIGS. 1 and 2 are directly joined to the side, the front plate 9 is attached, and the concave 1 convex 2 on the side surface symmetrical to the side surface of the other blocks and the convex 4 concave 3 on the combination side are arranged in combination. be able to.
【0018】 図8aはこのブロックの側壁23が波型のものを示し図8bはコ字型のもの示 す。図8cは側壁内面形状を凸部を有するものでこれらは全て前記同様に前板9 側壁の対称型の製作が容易であり組合せ構成とすることができる。FIG. 8A shows a corrugated side wall 23 of this block, and FIG. 8B shows a U-shaped side wall. FIG. 8c shows a case in which the inner surface of the side wall has a convex portion, and all of these are easy to manufacture a symmetrical type of the side wall of the front plate 9 as in the above, and can be combined.
【0019】 図6aは勾配が1:0.5程度のものに組あげたものを示し各ブロックの上面 先端部18は勾配により重ね合せ部を除き傾斜を設け不用部分を削除できる。組 合せ勾配により図2の凹19凸20は積重ねる他のブロックの底面の凸22凹2 1と組合せ数により勾配を求めることができる。図6bは勾配が1:1.0程度 のものを示し同一凾体により施工勾配の相異する場合の地形に応ずる対応ができ る。FIG. 6A shows a structure in which the gradient is set to about 1: 0.5. The upper end portion 18 of each block is inclined by a gradient except for a superimposed portion to eliminate unnecessary portions. 2 can be determined by the combination gradient and the number of combinations of the concaves 19 and convexes 20 of FIG. FIG. 6b shows the case where the gradient is about 1: 1.0, and the same housing can cope with the terrain when the construction gradient is different.
【0020】 図11は海岸線など勾配の小さい面に並べた薄型の階段工に応用した例で汀線 海底勾配に対し無理なく配置できる。25は砂地27は水面である。FIG. 11 shows an example in which the present invention is applied to a thin staircase which is arranged on a surface having a small gradient such as a shoreline, and can be arranged without difficulty along the shoreline gradient. 25 is a sandy ground 27 is a water surface.
【0021】 図12aは不安定地盤の改良に関し、このブロックを適宜上向に配置し内部に 土砂をつめ込んだ形とした側面図12bはその正面図で左右に図12に示す左右 の凹3凸4を凸1凹2上下の凹19,21凸20,22と組合せ安定化させるも のである。FIG. 12a relates to the improvement of the unstable ground, and a side view 12b in which this block is appropriately arranged upward and the inside is filled with earth and sand is a front view thereof. The projection 4 is combined with the projections 19, 21 and the projections 20, 22 above and below the projection 1 and the depression 2 to stabilize the combination.
【0022】[0022]
本考案は以上説明に基づいて下記の効果を有する。 The present invention has the following effects based on the above description.
【0023】 U字型コンクリートブロックの側壁に凹凸を持たせた構造により工事現場の自 然地形地質に馴んだ安定的な組合せが可能である。 また、平面的にみて部分的な曲線のある自然形状に応じた施工ができる。[0023] The structure in which the side walls of the U-shaped concrete block are provided with irregularities enables a stable combination that conforms to the natural geological features of the construction site. Moreover, construction according to a natural shape having a partial curve in a plan view can be performed.
【0024】 U字型コンクリートブロックの上下面の凹凸の組合せにより自然法面勾配に応 じた土工量の節減と安全安直性を期した施工ができる。[0024] The combination of the unevenness of the upper and lower surfaces of the U-shaped concrete block allows the construction to be performed in accordance with the natural slope gradient, with the reduction of the amount of earth work and the safety and security.
【0025】 U字型コンクリートブロックに設けられた左右方向上下方向の凹凸面の組合せ により積畳工の全体的な強度が保持でき更に施工ケ所周辺部との自然な取付けを 期することができ、又凹凸基準寸法による施工ができるので工事出来型で寸法的 狂がない。更に工事現場の土砂をブロック内に詰込利用するので残土処理運搬等 の工費を省き経済性を期待できる。The overall strength of the piling work can be maintained by the combination of the uneven surface in the horizontal and vertical directions provided on the U-shaped concrete block, and natural attachment to the periphery of the construction site can be expected. In addition, since the work can be performed according to the standard dimensions of the unevenness, there is no dimensional deviation in the work type. Furthermore, since the soil at the construction site is packed and used in the blocks, construction costs for the treatment and transportation of residual soil can be reduced, and economic efficiency can be expected.
【0026】 側壁及び底版には通滲水穴を有するから自然土壌との接面に於ける馴染をよく することによって一定の含水状態を地山に持たせることができ、更に絞り水はU 字型コンクリートブロックの左右上下方向いづれの方向へも間詰土砂間を透過し て滲出することができる。これによって地山の土質は飽和状態になることなく最 適含水状態に近い一定の安定含水状態を保持することができ工作物に異状な土圧 がかかることもなく安定した工作物となる。またブロックの露出面である前面は 自然木を取付け得られる構造であり、ブロック積畳先端の上面部は芝草花等を植 栽が可能であり環境保全上美観形成上役立つ。Since the side wall and the bottom plate have a water seepage hole, by improving the familiarity at the interface with the natural soil, the ground can have a certain water-containing state, and the squeezing water is U-shaped. It can penetrate through the space between the filling soil and ooze in any direction of the left, right, top and bottom of the concrete block. As a result, the soil of the ground can be maintained in a stable and stable condition close to the optimum condition without saturating the soil, and the work can be made stable without applying abnormal earth pressure to the work. The exposed front surface of the block has a structure in which natural trees can be attached, and the upper surface of the top of the block can be used for planting lawn grass, etc., which is useful for environmental protection and aesthetic formation.
【0027】 海岸保全のため特に階段工などに応用した場合はブロック段差は比較的小さく 海岸線の汀線の傾斜に沿う形となるので段差の大きな大型塊ブロックや消波堤、 人工リーフ等との併用がなくても自然景観に沿って地形をくずさない状態で海岸 護岸工や階段工となり汀線維持が可能であり積畳先端部上面に特性ある植物等の 植生を施すか木製版を敷詰めることも可能である。[0027] Especially when applied to stair construction for coastal preservation, the block step is relatively small and follows the slope of the shoreline, so it is used in combination with large blocks with large steps, breakwaters, artificial reefs, etc. Even if there is no shoreline, the shoreline can be maintained as a seawall or staircase without breaking the terrain along the natural scenery. It is possible.
【0028】 不安定地盤の圧密を急速に早めその安定性を確保することができる。このU字 型コンクリートブロック中に良質土砂礫を詰込み不安定地盤中に沈下させブロッ クの側壁及び底版の穴から水分を滲み出させ、更に同様ブロックを必要数量縦横 に積重ね排水を行へば、泥土層粘土シルト層などの圧密を比較的短期間に完了さ せることが出来る。The consolidation of the unstable ground can be quickly accelerated to ensure its stability. This U-shaped concrete block is filled with good-quality sand and gravel, sinks into unstable ground, exudes moisture from the side walls of the block and the holes in the bottom slab, and stacks the required number of blocks vertically and horizontally to drain water. The consolidation of the clay silt and mud layers can be completed in a relatively short time.
【図1】U字型コンクリートブロックの平面図である。FIG. 1 is a plan view of a U-shaped concrete block.
【図2】U字型コンクリートブロックの側面図である。FIG. 2 is a side view of a U-shaped concrete block.
【図3a】U字型コンクリートブロックの正面図であ
る。FIG. 3a is a front view of a U-shaped concrete block.
【図3b】U字型コンクリートブロックの背面図であ
る。FIG. 3b is a rear view of the U-shaped concrete block.
【図4a】このブロックの鉄筋を配する一例を示す平面
図FIG. 4a is a plan view showing an example of arranging reinforcing bars of this block.
【図4b】このブロックの鉄筋を配する一例を示す背面
図FIG. 4b is a rear view showing an example of arranging reinforcing bars of this block.
【図4c】鉄筋部分の側面図FIG. 4c is a side view of a reinforcing bar portion.
【図5】図aはU字型コンクリートブロックの斜視図、
図bは前板のみの場合の差込部を示す。FIG. 5a is a perspective view of a U-shaped concrete block,
FIG. B shows the insert for the front plate only.
【図6a】傾斜1:0.5の施工状態を示す側面図FIG. 6a is a side view showing a construction state with a slope of 1: 0.5.
【図6b】傾斜1:1.0の施工状態を示す側面図FIG. 6b is a side view showing a construction state with a slope of 1: 1.0.
【図7】このブロックの組合せ施工例を示す正面図FIG. 7 is a front view showing an example of a combination construction of the blocks.
【図8a】側壁形状の一例を示す斜視図FIG. 8A is a perspective view showing an example of a side wall shape.
【図8b】側壁形状の一例を示す斜視図FIG. 8B is a perspective view showing an example of a side wall shape.
【図8c】側壁形状の一例を示す斜視図FIG. 8C is a perspective view showing an example of a side wall shape.
【図9】中間支柱を有するブロックの平面図FIG. 9 is a plan view of a block having an intermediate support.
【図10】中間支柱を有するブロックの側面図FIG. 10 is a side view of a block having an intermediate support.
【図11】海岸線等に使用するブロックの側面配置図FIG. 11 is a side view of a block used for a coastline or the like.
【図12a】不安定地盤に使用例のブロックの側面配置
図FIG. 12a is a side view of a block used in an unstable ground.
【図12b】不安定地盤に使用例のブロックの背面図FIG. 12b is a rear view of a block used in an unstable ground.
1 U字型側面の凹部分 2 U字型側面の凸部分 3 U字型側面の反対面の凹部分 4 U字型側面の反対面の凸部分 5 U字型底面 6 U字型底面の凹部分 9 前板 9a 前板 12 通水穴 14 通水穴 19 上面の凹部分 20 上面の凸部分 21 下面の凹部分 22 下面の凸部分 25 中間の支柱 25a 中間の支柱 26 積込み土砂 1 U-shaped side concave portion 2 U-shaped side convex portion 3 U-shaped side opposite concave portion 4 U-shaped side opposite convex portion 5 U-shaped bottom surface 6 U-shaped bottom surface concave portion Portion 9 Front plate 9a Front plate 12 Water passage hole 14 Water passage hole 19 Upper surface concave portion 20 Upper surface convex portion 21 Lower surface concave portion 22 Lower surface convex portion 25 Intermediate support 25a Intermediate support 26 Loading soil
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成11年3月25日(1999.3.2
5)[Submission date] March 25, 1999 (1999.3.2
5)
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】実用新案登録請求の範囲[Correction target item name] Claims for utility model registration
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【実用新案登録請求の範囲】[Utility model registration claims]
【請求項2】 削除2. Delete
【手続補正書】[Procedure amendment]
【提出日】平成11年8月5日(1999.8.5)[Submission date] August 5, 1999 (1999.8.5)
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】実用新案登録請求の範囲[Correction target item name] Claims for utility model registration
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【実用新案登録請求の範囲】[Utility model registration claims]
Claims (2)
の構成及び単体形に関し、凾体本体をU字型に形成しそ
の両側壁23に組合せ用の凹1,3、凸2,4上下面に
同様の凹19凸20及び凹21凸22を設け、その前面
に前板9を凸10に、又地形により凹部分16に前板9
aを取付け、土砂2bを入れ込み、後方地山面11と接
土砂礫と一体となる凾体を形成し、この凾体が設置され
る現場状況に準拠し左右上下前後に連続性をもって組合
せ可能とするU字型コンクリートブロックThe present invention relates to a construction and a simple structure of a tatami mat used as a work for civil engineering work, wherein a box body is formed in a U-shape, and concave and convex parts 1, 3, and convex parts 2, 4 are formed on both side walls 23 thereof. The same concave 19 convex 20 and concave 21 convex 22 are provided on the upper and lower surfaces.
a, and insert the earth and sand 2b to form a box that is integrated with the back ground surface 11 and the in contact with the sand and gravel. U-shaped concrete block
け、この組合せ数により工事現場の勾配に合致するよう
構成する方法、及び側壁23、底板5に通水穴12,1
4を適宜設けるU字型コンクリートブロック。2. A method of providing an inclined step 1 above the side wall 23 of the box, and configuring the number of combinations so as to match the inclination of the construction site.
U-shaped concrete block provided with 4 as appropriate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1998009103U JP3065629U (en) | 1998-10-12 | 1998-10-12 | U-shaped concrete block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1998009103U JP3065629U (en) | 1998-10-12 | 1998-10-12 | U-shaped concrete block |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3065629U true JP3065629U (en) | 2000-02-08 |
Family
ID=43199227
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1998009103U Expired - Lifetime JP3065629U (en) | 1998-10-12 | 1998-10-12 | U-shaped concrete block |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3065629U (en) |
-
1998
- 1998-10-12 JP JP1998009103U patent/JP3065629U/en not_active Expired - Lifetime
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