JPH0437965Y2 - - Google Patents

Info

Publication number
JPH0437965Y2
JPH0437965Y2 JP1988167328U JP16732888U JPH0437965Y2 JP H0437965 Y2 JPH0437965 Y2 JP H0437965Y2 JP 1988167328 U JP1988167328 U JP 1988167328U JP 16732888 U JP16732888 U JP 16732888U JP H0437965 Y2 JPH0437965 Y2 JP H0437965Y2
Authority
JP
Japan
Prior art keywords
block
water
groove
concrete
slope
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
JP1988167328U
Other languages
Japanese (ja)
Other versions
JPH01124843U (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 JP1988167328U priority Critical patent/JPH0437965Y2/ja
Publication of JPH01124843U publication Critical patent/JPH01124843U/ja
Application granted granted Critical
Publication of JPH0437965Y2 publication Critical patent/JPH0437965Y2/ja
Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、法面保護工に用いるコンクリート製
法枠ブロツクに関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a concrete frame block used for slope protection work.

(従来の技術) 法面保護工として、棒状または開渠型などの法
枠ブロツクを格子形或いは亀甲形に組合せて接合
し、法枠ブロツクによつて囲まれる法面、即ち間
詰め面にコンクリート、栗石及び砕石などを充填
して締め固め、または客土面に芝生等を植生して
緑化している。
(Prior art) As a slope protection work, bar-shaped or open-channel slope blocks are combined and joined in a lattice or tortoise-shell shape, and concrete is applied to the slope surrounded by the slope blocks, that is, the filler surface. The soil is filled with chestnut stone, crushed stone, etc. and compacted, or the surface of the soil is planted with grass or other vegetation for greening.

(考案が解決しようとする課題) 棒状の法枠ブロツクによる施工は、雨水によつ
て間詰め面が不規則に浸食もしくは洗堀され、開
渠型のものは凹状の水路部に土砂やゴミ、空き罐
等が溜まると、その個所に地表水が集中して溢
れ、水勢によつて間詰め面が浸食もしくは洗堀さ
れて破壊に至る場合が多い。
(Problems to be solved by the invention) When using rod-shaped slope blocks, the filling surface is irregularly eroded or washed away by rainwater, and when using an open channel type, the concave waterway area is prone to dirt, debris, etc. When empty cans accumulate, surface water concentrates in that area and overflows, and the water force often erodes or scours the filling surface, leading to destruction.

(課題を解決するための手段) 角棒体の両端側部を側方へ断面山形状に膨出さ
せて接合部を形成してなる法枠ブロツクにおい
て、該ブロツクの上面には凹溝が形成され、且つ
その内部に水路を形成すべく孔を貫設するととも
に、ブロツク両端面の上端部には蓋受け段部が設
けられてなるコンクリート製法枠ブロツクを提供
することにより前記課題を解決する。
(Means for Solving the Problem) In a legal frame block formed by bulging both end sides of a square rod sideways into a mountain-shaped cross section to form a joint, a groove is formed on the top surface of the block. The above-mentioned problem is solved by providing a concrete manufacturing frame block having a hole formed therein to form a water channel therein, and a lid receiving stepped portion provided at the upper end of both end faces of the block.

(作用及び実施例) 本考案の実施例を図面によつて作用と共に説明
する。
(Operations and Examples) Examples of the present invention will be described with reference to the drawings.

第1図乃至第4図に示すように、角棒体の両端
部両側に頂角が直角をなす二等辺三角柱状の接合
部1,1…を成形するとともに、ブロツクの上面
には地表水が流下すべく断面円弧状の凹溝2を設
け、角棒体の軸方向の側面下部に吊上げ金具(図
示せず)を掛吊する凹部3,3を設け、且つその
内部に水路4を形成すべく円孔を軸方向に貫設し
てブロツクを角筒状に形成し、更に該角筒体の両
端の突き合わせ端面5において、上端部には蓋受
け段部9を、また下部には凹条6,6をそれぞれ
設けてコンクリート製法枠ブロツクを形成する。
尚、7はブロツクを相互に接続する緊結用の鉄筋
である。
As shown in Figures 1 to 4, isosceles triangular prism-shaped joints 1, 1... with right angle apex angles are formed on both ends of the square rod, and surface water is poured onto the top surface of the block. A groove 2 having an arcuate cross section is provided for water to flow down, recesses 3 are provided at the lower part of the side surface in the axial direction of the square bar for hanging a lifting fitting (not shown), and a water channel 4 is formed inside the recess. The block is formed into a rectangular tube shape by passing a circular hole in the axial direction, and furthermore, on the abutting end surfaces 5 at both ends of the rectangular tube body, a lid receiving stepped portion 9 is provided at the upper end, and a grooved groove is provided at the lower portion. 6 and 6 are respectively provided to form a concrete manufacturing frame block.
Note that 7 is a reinforcing bar for connecting the blocks to each other.

このようにして形成したコンクリート製法枠ブ
ロツクは、第5図、第6図及び第7図に示すよう
に、その一端をX字状またはY字状に突き合わせ
て各接合部1の一辺をそれぞれ当接し鉄筋7を緊
結することにより、各コンクリート製法枠ブロツ
クの突き合わせ端面5,5…によつて空所が形成
される。そして、該空所において水路4の内底面
より下位に硬化剤を充填してその空所を集水桝8
とし、且つ突き合わせ端面5の上端部に形成した
蓋受け段部9に集水桝蓋10を嵌合してなるもの
でる。
As shown in FIGS. 5, 6, and 7, the concrete frame blocks formed in this way are butted against each other in an X-shape or Y-shape, and one side of each joint 1 is placed in contact with each other. By tightening the contact reinforcing bars 7, a void is formed by the abutting end surfaces 5, 5, . . . of each concrete frame block. Then, a curing agent is filled in the space below the inner bottom surface of the water channel 4, and the space is converted into a water collection basin 8.
A water collection basin cover 10 is fitted into a cover receiving step 9 formed at the upper end of the abutting end face 5.

このとき各コンクリート製法枠ブロツクは、鉄
筋7…の緊結力並びに凹条6…に嵌入した硬化剤
によつて一体化されるのである。また、凹部3…
にはコンクリート、栗石及び砕石などの間詰め材
が入り込み一体化するのである。
At this time, each concrete manufacturing frame block is integrated by the binding force of the reinforcing bars 7 and the hardening agent fitted into the grooves 6. In addition, the recess 3...
Filling materials such as concrete, chestnut stone, and crushed stone are inserted into the structure to integrate it.

本考案に係るコンクリート製法枠ブロツクをX
字状またはY字状に接合すると、各コンクリート
製法枠ブロツクに囲まれた一ますの間詰め面に降
つた雨水は、ブロツク上面の凹溝2内に流入して
流下し、集水桝蓋10を経て集水桝8内に落下す
る。そして、集水桝8で一旦集水された後、下方
のコンクリート製法枠ブロツクの水路4へ流入し
て流下し、法面の下辺に構築した排水溝(図示せ
ず)へ排水されていくのである。
The concrete manufacturing method frame block related to this invention is
When joined in a shape of a letter or Y, rainwater that falls on the spaced surface surrounded by each concrete frame block flows into the concave groove 2 on the top surface of the block and flows down into the catchment box cover 10. It falls into the water collection basin 8 after passing through the water. After the water is once collected in the water collection basin 8, it flows into the waterway 4 of the concrete frame block below, flows down, and is drained into a drainage ditch (not shown) built at the bottom of the slope. be.

(考案の効果) 本考案はこのようにして成るから、間詰め面の
表面水はブロツク上面の凹溝2を経てブロツク内
の水路4へ流入するから、該表面水を複数本のコ
ンクリート製法枠ブロツクによつて囲まれた一ま
す単位で直接集水桝8へ導水することとなり、確
実に水路4内に処理できるとともに、特定個所へ
表面水が集中して注ぐことを防止して間詰め面の
含水率を減少させる効果をも奏し、間詰め面の護
岸を完璧に行えるものである。
(Effect of the invention) Since the invention is constructed in this way, the surface water on the filler surface flows into the water channel 4 in the block through the groove 2 on the top surface of the block, so that the surface water is transferred to the concrete manufacturing method frame of the plurality of blocks. Water is led directly to the water collection basin 8 in units of squares surrounded by blocks, which ensures that the water can be treated within the water channel 4, and prevents surface water from pouring concentratedly into specific areas. It also has the effect of reducing the moisture content of the seawall, making it perfect for revetment of the closed surface.

凹溝2にゴミや空き罐などが溜まり雨水と共に
凹溝2上を流下しても、集水桝蓋10を嵌合でき
るから集水桝8内に落下することを阻止し、水路
4が詰まること防ぐから雨水が一個所に集中して
停滞することがなく、間詰め面が浸食もしくは洗
堀されることが絶無であつて、法面は確実に保護
され破壊することがない。
Even if garbage, empty cans, etc. accumulate in the groove 2 and flow down the groove 2 along with rainwater, the water collection basin lid 10 can be fitted to prevent the garbage or empty cans from falling into the water collection basin 8, thereby clogging the waterway 4. This prevents rainwater from concentrating in one place and stagnating, and there is absolutely no erosion or scouring of the filler surface, and the slope is reliably protected and will not be destroyed.

水路4の流水部はコンクリート材で形成された
非透水層であるため流下水は地中に浸透すること
がなく、確実に集水桝8へ導水されると共に、該
水路部は平滑面に成形され粗度係数が小さいから
水勢が弱まることがなく、もし土砂等が流れ込ん
でも強い水勢によつて下方へ押し流され効率良く
雨水処理を行なえる。
Since the flowing part of the water channel 4 is an impermeable layer made of concrete material, the flowing sewage does not penetrate into the ground and is reliably guided to the water collection basin 8, and the water channel part is formed into a smooth surface. Because the roughness coefficient is small, the water force does not weaken, and even if dirt, etc. flows in, it is swept downward by the strong water force, allowing efficient rainwater treatment.

更に、水路4を軸方向に貫設することによりコ
ンクリート製法枠ブロツクの軽量化が図れ、法面
における施工作業性及び安全性を向上する効果を
も奏するものである。
Furthermore, by extending the water channel 4 in the axial direction, it is possible to reduce the weight of the concrete manufacturing frame block, which also has the effect of improving the workability and safety of construction on slopes.

このように本考案は、構造が堅牢であるととも
に、法面の保護を幾重にも図り、法面の破壊を完
全に防止する有用考案である。
As described above, the present invention is a useful device that has a robust structure, protects the slope in multiple layers, and completely prevents the slope from being destroyed.

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

図面は本考案の実施例を示し、第1図の左半部
は半裁したブロツクの平面図、同右半部は半裁し
たブロツクの中央部横断面図、第2図は第1図の
A−A矢視図、第3図は左側面図、第4図は第2
図におけるB−B断面図、第5図は本考案の実施
状態を示す要部切欠平面図、第6図は第5図にお
けるC−C断面図、第7図は他の実施状態を示す
要部切欠平面図である。 2……凹溝、4……水路、8……集水桝、10
……集水桝蓋。
The drawings show an embodiment of the present invention; the left half of FIG. 1 is a plan view of a half-cut block, the right half is a cross-sectional view of the center of the half-cut block, and FIG. 2 is a cross-sectional view taken along A-A of FIG. 1. View from the arrow, Figure 3 is the left side view, Figure 4 is the second view.
BB sectional view in the figure, FIG. 5 is a cutaway plan view of essential parts showing an implementation state of the present invention, FIG. 6 is a CC sectional view in FIG. 5, and FIG. 7 is a main part showing another implementation state. FIG. 3 is a partially cutaway plan view. 2...Ditch, 4...Waterway, 8...Water catchment, 10
...water collection basin cover.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 角棒体の両端側部を側方へ断面山形状に膨出さ
せて接合部を形成してなる法枠ブロツクにおい
て、該ブロツクの上面には凹溝が形成され、且つ
その内部に水路を形成すべく孔を貫設するととも
に、ブロツク両端面の上端部には蓋受け段部が設
けられてなることを特徴とするコンクリート製法
枠ブロツク。
In a legal frame block formed by bulging both end sides of a square rod sideways into a mountain-shaped cross section to form a joint, a groove is formed on the top surface of the block, and a waterway is formed inside the groove. What is claimed is: 1. A concrete manufacturing frame block, characterized in that a hole is provided through the block so as to allow the block to pass through the block, and lid receiving steps are provided at the upper ends of both end faces of the block.
JP1988167328U 1988-12-24 1988-12-24 Expired JPH0437965Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988167328U JPH0437965Y2 (en) 1988-12-24 1988-12-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988167328U JPH0437965Y2 (en) 1988-12-24 1988-12-24

Publications (2)

Publication Number Publication Date
JPH01124843U JPH01124843U (en) 1989-08-25
JPH0437965Y2 true JPH0437965Y2 (en) 1992-09-07

Family

ID=31455518

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988167328U Expired JPH0437965Y2 (en) 1988-12-24 1988-12-24

Country Status (1)

Country Link
JP (1) JPH0437965Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2784905B2 (en) * 1995-09-22 1998-08-13 関西電力株式会社 Bar-shaped glue frame block

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57169133A (en) * 1981-04-11 1982-10-18 Sugiaki Kusatake Slope frame block

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60100445U (en) * 1984-10-25 1985-07-09 草竹 杉晃 law frame block

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57169133A (en) * 1981-04-11 1982-10-18 Sugiaki Kusatake Slope frame block

Also Published As

Publication number Publication date
JPH01124843U (en) 1989-08-25

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