JPH0492Y2 - - Google Patents
Info
- Publication number
- JPH0492Y2 JPH0492Y2 JP1985051618U JP5161885U JPH0492Y2 JP H0492 Y2 JPH0492 Y2 JP H0492Y2 JP 1985051618 U JP1985051618 U JP 1985051618U JP 5161885 U JP5161885 U JP 5161885U JP H0492 Y2 JPH0492 Y2 JP H0492Y2
- Authority
- JP
- Japan
- Prior art keywords
- blocks
- hill
- block
- protrusion
- connecting 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 24
- 239000000758 substrate Substances 0.000 claims description 11
- 230000037431 insertion Effects 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 229910003460 diamond Inorganic materials 0.000 claims 1
- 239000010432 diamond Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 2
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 description 1
- 238000006424 Flood reaction Methods 0.000 description 1
- 230000002238 attenuated effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Retaining Walls (AREA)
- Revetment (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、鉄筋溶着用の凹所を設けた護岸用大
型連結ブロツクに関する。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a large connecting block for seawalls provided with recesses for welding reinforcing bars.
(従来の技術)
横長の立方体の一方の長辺側面の中央部に突起
を設け、該突起より長辺側面にわたつて鉄筋挿通
孔を穿設した連設ブロツクを、河床の複雑な起伏
地形に添わせるとともに、連節ブロツクの長辺側
を流水方向に一致させ、且つ突起を他のブロツク
の平坦な長辺側面に当接させて多数個列設し、こ
のように敷設した連節ブロツク群の所々に、連節
ブロツクの長さの2倍強の長さを有する棒状の連
結ブロツクを介在させ、連結ブロツクの長辺側の
両側面にわたつて穿設した鉄筋挿通孔と連節ブロ
ツクに設けた鉄筋挿通孔とを連通させて鉄筋を挿
通し、鉄筋相互を溶着することによりブロツク群
を固定している。(Prior art) A continuous block is constructed by providing a protrusion in the center of one long side of a horizontally long cube, and drilling a reinforcing bar insertion hole from the protrusion to the long side of the block. At the same time, a large number of articulated blocks are arranged in a row with the long sides of the blocks aligned with the water flow direction and the protrusions in contact with the flat long sides of other blocks, and a group of articulated blocks laid in this way. Rod-shaped connecting blocks with a length slightly more than twice the length of the connecting blocks are interposed in places, and reinforcing bar insertion holes drilled across both long sides of the connecting blocks are inserted into the connecting blocks. The blocks are fixed by communicating with the provided reinforcing bar insertion holes, inserting the reinforcing bars, and welding the reinforcing bars to each other.
そして、各連節ブロツク及び連結ブロツクは比
較的小型に形成されている。 Each articulating block and connecting block is formed relatively small.
(考案が解決しようとする課題)
ブロツク同志が密接していないため、空所に雑
草が生えて美観を損い、また台風等により鉄砲水
が出た場合は、ブロツクが小型であるから水勢に
よりずれ動き、完全な護岸ができず堤が崩壊する
ことがある。(Problem that the invention aims to solve) Because the blocks are not closely spaced, weeds grow in the spaces, spoiling the aesthetics.Also, in the event of a flash flood due to a typhoon, etc., the blocks are small, so they will shift due to the force of the water. This may cause the embankment to collapse without being able to form a complete revetment.
更に、連接ブロツク及び連結ブロツクの鉄筋挿
通孔同志が密接して連通するため、その密接個所
で鉄筋を溶着するには密接するブロツク相互の側
面を離隔させ鉄筋を露出して溶着し、溶着後に離
間させたブロツクを元の位置に復元しなければな
らない。 Furthermore, since the reinforcing bars of the connecting blocks and the reinforcing bars of the connecting blocks closely communicate with each other, in order to weld the reinforcing bars at those close locations, the sides of the blocks that are in close contact with each other are separated, the reinforcing bars are exposed and welded, and then separated after welding. The moved block must be restored to its original position.
また、ブロツク自体が比較的小型に、即ち手作
業で敷設できる大きさに形成されているため施工
が捗らず工期が長くなる。 Furthermore, since the blocks themselves are relatively small, ie, formed in a size that allows them to be laid by hand, construction progress is slow and the construction period becomes long.
(問題点を解決するための手段)
分厚い方形基板の両側面にわたり鉄筋挿通孔を
貫設し、頂面を平坦に形成した丘状突部が基板の
上面に設けられたブロツクにおいて、該丘状突部
は前記基板の上面の大半にわたり平面視菱形また
は三角形に形成され且つ、丘状突部によつて区画
された平坦な基板の上面略中央部にはそれぞれ突
起が設けられ、しかも基板の側面から上面にかけ
て、その底部に前記鉄筋挿通孔を臨ませてなる手
指差入れ用の凹所が欠設された本考案に係る鉄筋
溶着用の連結ブロツクを形成する。(Means for solving the problem) In a block in which reinforcing bar insertion holes are provided on both sides of a thick rectangular board, and a hill-like protrusion with a flat top surface is provided on the top surface of the board, the hill-shaped The protrusions are formed in a rhombic or triangular shape in plan view over most of the upper surface of the substrate, and the protrusions are provided at approximately the center of the upper surface of the flat substrate partitioned by the hill-like protrusions, and the protrusions are provided on the side surfaces of the substrate. A connecting block for welding reinforcing bars according to the present invention is formed from the bottom to the upper surface, and has a recess for inserting a finger, the bottom of which faces the reinforcing bar insertion holes.
そして、手指差入れ用の凹所を欠設していない
形状でのみ異なり、その余の形状を全く同一に形
成した構築用の連結ブロツクを河床面に布積み状
に敷設するとともに、鉄筋溶着個所に鉄筋溶着用
の連結ブロツクを点在させてブロツク群を密接し
て河床面に隙間を生じることなく敷設し、該ブロ
ツク敷設個所の端部には、平面視三角形で隅角に
丸味を付し、且つ頂部を平坦にした丘状突部を基
板の上面に一体に設けてなる、その大きさが連結
ブロツクの2分の1である所の端部用連結ブロツ
クを連結ブロツクの間に適宜に介在させ、機械力
を駆使して短い工期で迅速に構築するものであ
る。 Then, the connecting blocks for construction, which differ only in the shape without the recess for inserting the finger and have the rest of the shape exactly the same, were laid in a pile on the riverbed surface, and the reinforcing bars were welded. Connecting blocks for welding reinforcing bars are interspersed and the blocks are laid closely together without leaving any gaps on the riverbed surface, and the ends of the blocks are triangular in plan view with rounded corners. In addition, an end connecting block whose size is one-half of the connecting block, which is formed by integrally providing a hill-shaped protrusion with a flat top on the upper surface of the substrate, is appropriately interposed between the connecting blocks. The project will be constructed quickly and in a short construction period by making full use of mechanical power.
ここで、基板上面において大きな体積を占める
丘状突部と、該丘状突部によつて区画された平坦
な基板の上面略中央部に表された突起とが相俟つ
て粗度係数を大となし、且つ凹所の存在によつて
鉄筋の溶着を容易にすることを目的とする。 Here, the hill-like protrusion occupying a large volume on the top surface of the substrate and the protrusion expressed approximately in the center of the top surface of the flat substrate divided by the hill-like protrusion combine to increase the roughness coefficient. The purpose is to facilitate the welding of reinforcing bars by the presence of a recess.
(作用及び実施例)
本考案の実施例を図面に基いて作用と共に説明
する。(Operations and Examples) Examples of the present invention will be described together with operations based on the drawings.
第1図乃至第5図に示すように、肉厚の分厚い
横長の方形基板1の上面の大半にわたり、平面視
菱形で各隅角に丸味を付し、且つ頂面2aを平坦
にした丘状突部2を一体に突設し、該丘状突部2
によつて区画された平坦な方形基板1の上面略中
央部に伏皿形状または多角形(図示せず)の突起
3をそれぞれ一体に突設する。また、方形基板1
の長辺側の両側面にわたり、対称位置の2カ所に
鉄筋挿通孔4,4を底面と平行して穿設し、しか
も方形基板1の上面と一方の側面にかけて正面視
が逆台形状をなし、且つその底部に前記鉄筋挿通
孔4を臨ませてなる、手指差入れ用の凹所5,5
を欠設することにより本考案に係る連結ブロツク
6を形成する。尚、丘状突部2及び突起3の隅部
に付した丸味は、流木等の激突による欠損を防止
するためのものである。 As shown in FIGS. 1 to 5, most of the upper surface of the thick, horizontally long rectangular substrate 1 is diamond-shaped in plan view, with each corner rounded and the top surface 2a flattened. The protrusion 2 is integrally provided, and the hill-like protrusion 2
A protrusion 3 in the shape of a sunken dish or a polygon (not shown) is integrally provided at approximately the center of the upper surface of a flat rectangular substrate 1 partitioned by. In addition, the square substrate 1
Reinforcing bar insertion holes 4, 4 are drilled at two symmetrical positions parallel to the bottom surface on both sides of the long side, and the rectangular board 1 has an inverted trapezoidal shape when viewed from the front over the top surface and one side surface. , and a recess 5, 5 for inserting a finger, the bottom of which faces the reinforcing bar insertion hole 4.
By omitting the connecting block 6, the connecting block 6 according to the present invention is formed. Note that the rounded corners of the hill-shaped protrusion 2 and the protrusion 3 are intended to prevent breakage due to collision with driftwood or the like.
第11図及び第12図に示すように、手指差入
れ用の凹所5を欠設していない形状でのみ異な
り、その余の形状が前記連結ブロツク6と全く同
一に形成した構築用の連結ブロツク8を、第15
図に示すように布積みに且つ流水方向に対しブロ
ツクの長辺側を一致させて多数個列設する。 As shown in FIGS. 11 and 12, the connecting block for construction is different only in the shape without the recess 5 for inserting a finger, and the rest of the shape is exactly the same as the connecting block 6. 8, 15th
As shown in the figure, a large number of blocks are arranged in a stack with the long sides of the blocks aligned with the direction of water flow.
そして、構築用の連結ブロツク7群に挿通した
鉄筋8の末端が露出する位置に、その凹所5,5
が位置するように連結ブロツク6を敷設し、該凹
所5,5に露出させた鉄筋8を相互に溶接する。 Then, place the recesses 5, 5 at the positions where the ends of the reinforcing bars 8 inserted through the 7 groups of construction connecting blocks are exposed.
The connecting block 6 is laid so that the recesses 5, 5 are located, and the reinforcing bars 8 exposed in the recesses 5, 5 are welded to each other.
また、同一大きさのブロツクを布積みに敷設す
るため端部においてブロツク端が揃わず凸凹を生
じるので、これを補正する端部用ブロツクとして
第6図乃至第10図に示すように、連結ブロツク
6を短辺方向に2分するとともに、凹所5,5を
ブロツクの指向する両側面にそれぞれ欠設して形
成し、平面視が三角形で隅角に丸味を付し、且つ
頂面を平坦にした丘状突部2を形成した本考案に
係る端部用連結ブロツク9、及び第13図及び第
14図に示すように構築物の連結ブロツク7を短
辺方向に2分して形成した端部構築用の連結ブロ
ツク10を凹陥位置に配設して端部を直線状に揃
える。 In addition, since blocks of the same size are laid in a pile, the ends of the blocks are not aligned at the ends and unevenness occurs, so as an end block to correct this, connecting blocks are used as shown in Figures 6 to 10. 6 is divided into two in the short side direction, and recesses 5 and 5 are formed respectively on both side faces facing the block, so that the block is triangular in plan view, has rounded corners, and has a flat top surface. An end connecting block 9 according to the present invention in which a hill-like protrusion 2 is formed, and an end formed by dividing the connecting block 7 of the structure into two in the short side direction as shown in FIGS. 13 and 14. A connecting block 10 for constructing a section is arranged in a recessed position, and the ends are aligned in a straight line.
(考案の効果)
本考案はこのようにして成るから、構築用の連
結ブロツク7と連結ブロツク6が密接している個
所や、構築用連結ブロツク7と端部用の連結ブロ
ツク9が密接している個所においては鉄筋8の末
端部が凹所5から露出してなるため、ブロツクを
離間させることなく、そのまま容易に鉄筋8を相
互に溶接できる。(Effects of the invention) Since the invention is constructed in this manner, it is possible to avoid the parts where the connecting block 7 for construction and the connecting block 6 are in close contact with each other, or the connecting block 7 for construction and the connecting block 9 for the end part are in close contact with each other. Since the end portions of the reinforcing bars 8 are exposed from the recesses 5, the reinforcing bars 8 can be easily welded to each other without separating the blocks.
従つて、ブロツクを鉄筋溶着個所で従来作業の
ように移動させて間隔を保持し、溶着後に復元さ
せるような手間と時間を要せず、またブロツクを
移動させないから指詰めなどの恐れがなく作業が
安全である。 Therefore, there is no need for the time and effort of moving blocks to maintain the spacing and restoring them after welding as in conventional work, and since the blocks are not moved, there is no risk of fingers getting jammed. is safe.
また、ブロツク上面に設けた丘状突部2及び突
起3がブロツクの粗度係数を大にするため、鉄砲
水に対しても流速を著しく減衰させることがで
き、安全な使用が行えるものである。更に、大型
ブロツクを密接して敷設するため、河床面が露出
せず従つて雑草が生えたり、或いは流水により河
床面が洗堀されることがないから、ブロツクがず
れ動く恐れがなく堅牢な護岸を構築できる。 Further, since the hill-like protrusions 2 and protrusions 3 provided on the upper surface of the block increase the roughness coefficient of the block, the flow velocity can be significantly attenuated even in flash floods, and the block can be used safely. Furthermore, since the large blocks are laid closely together, the river bed is not exposed, so weeds do not grow, or the river bed is not washed away by running water, so there is no risk of the blocks shifting, creating a strong revetment. can be constructed.
このように本考案は、構造が簡単で且つ堅牢で
あつても然も製造容易な有用考案である。 As described above, the present invention is a useful device that has a simple structure, is robust, and is easy to manufacture.
第1図は本考案の実施例を示す正面図、第2図
は同平面図、第3図は同右側面図、第4図は第1
図におけるA−A断面図、第5図は第2図におけ
るB−B断面図、第6図は端部用連結ブロツクの
正面図、第7図は同平面図、第8図は同右側面
図、第9図は第6図におけるA−A断面図、第1
0図は第7図におけるB−B断面図、第11図は
凹所を欠設していない構築用の連結ブロツクの正
面図、第12図は同平面図、第13図は凹所を欠
設していない端部構築用の連結ブロツクの正面
図、第14図は同平面図、第15図は本考案に係
る連結ブロツクを敷設した状態を示す平面図であ
る。
1……方形基板、2……丘状突部、3……突
起、4……鉄筋挿通孔、5……凹所、6……連結
ブロツク、9……端部用の連結ブロツク。
Fig. 1 is a front view showing an embodiment of the present invention, Fig. 2 is a plan view of the same, Fig. 3 is a right side view of the same, and Fig. 4 is a front view of the embodiment of the present invention.
5 is a sectional view taken along line BB in FIG. 2, FIG. 6 is a front view of the end connecting block, FIG. 7 is a plan view of the same, and FIG. 8 is a right side view of the same. Figure 9 is a sectional view taken along line A-A in Figure 6.
Figure 0 is a sectional view taken along line B-B in Figure 7, Figure 11 is a front view of the connecting block for construction without a recess, Figure 12 is a plan view of the same, and Figure 13 is a diagram without a recess. FIG. 14 is a front view of the uninstalled connecting block for constructing the end portion, FIG. 14 is a plan view thereof, and FIG. 15 is a plan view showing a state in which the connecting block according to the present invention is installed. DESCRIPTION OF SYMBOLS 1... Square board, 2... Hill-like protrusion, 3... Protrusion, 4... Reinforcement insertion hole, 5... Recess, 6... Connection block, 9... Connection block for end.
Claims (1)
貫設し、頂面を平坦に形成した丘状突部が基板の
上面に設けられたブロツクにおいて、該丘状突部
は前記基板の上面の大半にわたり平面視菱形また
は三角形に形成され且つ、丘状突部によつて区画
された平坦な基板の上面略中央部にはそれぞれ突
起が設けられ、しかも基板の側面から上面にかけ
て、その底部に前記鉄筋挿通孔を臨ませてなる手
指差入れ用の凹所が欠設されてなることを特徴と
する鉄筋溶着用の凹所を設けた護岸用大型連結ブ
ロツク。 In a block in which a reinforcing bar insertion hole is provided through both sides of a thick rectangular board, and a hill-like protrusion with a flat top surface is provided on the top surface of the board, the hill-like protrusion extends over most of the top surface of the board. A projection is provided at approximately the center of the upper surface of a flat substrate that is formed into a diamond shape or a triangle in plan view and is partitioned by hill-like protrusions, and the reinforcing steel is inserted through the bottom of the substrate from the side surface to the upper surface. A large connecting block for a seawall provided with a recess for welding reinforcing bars, characterized by a recess facing the hole for inserting a finger into.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1985051618U JPH0492Y2 (en) | 1985-04-06 | 1985-04-06 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1985051618U JPH0492Y2 (en) | 1985-04-06 | 1985-04-06 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61169132U JPS61169132U (en) | 1986-10-20 |
JPH0492Y2 true JPH0492Y2 (en) | 1992-01-06 |
Family
ID=30570831
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1985051618U Expired JPH0492Y2 (en) | 1985-04-06 | 1985-04-06 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0492Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0745634Y2 (en) * | 1988-12-26 | 1995-10-18 | 富司 小山 | Building blocks |
JP4705002B2 (en) * | 2006-11-08 | 2011-06-22 | 共和コンクリート工業株式会社 | Block material for earth retaining work |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51737A (en) * | 1974-06-24 | 1976-01-06 | Yasushi Kuragami | KASENSOKOBARIBUROTSUKUKO |
JPS5883716A (en) * | 1981-11-12 | 1983-05-19 | ニコロン・ベスロ−テム・ベンノツトシヤツプ | Mat for shore protection pavement and grid block used therein |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58194221U (en) * | 1982-06-19 | 1983-12-24 | 八王子コンクリ−ト工業株式会社 | Diamond-shaped articulated block |
-
1985
- 1985-04-06 JP JP1985051618U patent/JPH0492Y2/ja not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51737A (en) * | 1974-06-24 | 1976-01-06 | Yasushi Kuragami | KASENSOKOBARIBUROTSUKUKO |
JPS5883716A (en) * | 1981-11-12 | 1983-05-19 | ニコロン・ベスロ−テム・ベンノツトシヤツプ | Mat for shore protection pavement and grid block used therein |
Also Published As
Publication number | Publication date |
---|---|
JPS61169132U (en) | 1986-10-20 |
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