JPS6323473Y2 - - Google Patents

Info

Publication number
JPS6323473Y2
JPS6323473Y2 JP1983128352U JP12835283U JPS6323473Y2 JP S6323473 Y2 JPS6323473 Y2 JP S6323473Y2 JP 1983128352 U JP1983128352 U JP 1983128352U JP 12835283 U JP12835283 U JP 12835283U JP S6323473 Y2 JPS6323473 Y2 JP S6323473Y2
Authority
JP
Japan
Prior art keywords
block
reinforcing bar
reinforcing bars
block body
holes
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
JP1983128352U
Other languages
Japanese (ja)
Other versions
JPS6040555U (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 JP12835283U priority Critical patent/JPS6040555U/en
Publication of JPS6040555U publication Critical patent/JPS6040555U/en
Application granted granted Critical
Publication of JPS6323473Y2 publication Critical patent/JPS6323473Y2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Revetment (AREA)

Description

【考案の詳細な説明】 本案は積み上げるブロツクに挿通する鉄筋を継
ぎ足す場合に外部から点検することができ、しか
も積み上げたブロツクの変形や崩れを防止するこ
とができる構築ブロツクに関する。
[Detailed Description of the Invention] The present invention relates to a construction block that can be inspected from the outside when adding reinforcing bars to be inserted into blocks to be stacked, and can prevent the stacked blocks from deforming or collapsing.

周知のようにブロツクを多段に積み重ねる場合
には鉄筋を継ぎ足さなければならない。このと
き、継ぎ足す鉄筋が所望の状態でなければ強度が
低下するので、継ぎ足す鉄筋が一定の長さだけ重
なつているか否か、又継ぎ目に間詰めコンクリー
トが十分充填されているかを点検しなければなら
ない。
As is well known, when stacking blocks in multiple stages, reinforcing bars must be added. At this time, if the reinforcing bars to be added are not in the desired condition, the strength will decrease, so check whether the reinforcing bars to be added overlap for a certain length and whether the joints are sufficiently filled with filler concrete. There must be.

しかし、従来のブロツクでは、鉄筋を継ぎ足す
接続部分がブロツクの鉄筋挿通孔の内部に位置し
ているので、実質的には点検することができな
い。
However, in conventional blocks, the connecting portion for adding reinforcing bars is located inside the reinforcing bar insertion hole of the block, so it is virtually impossible to inspect.

また、従来のブロツクは、その裏面と施工場所
の法面との間における抵抗が比較的小であること
から、土圧等で積み上げたブロツクが滑り落ちて
崩れたりすることもある。
Furthermore, since the resistance between the back surface of conventional blocks and the slope of the construction site is relatively small, the stacked blocks may slide and collapse due to earth pressure.

本案は上記に鑑み考案したもので、ブロツク本
体の表面に鉄筋挿通孔に連通する点検孔を開口さ
せて鉄筋の継ぎ足し状態及び継目への間詰めコン
クリートの充填状態を点検孔から点検し易くする
と共に、裏面部に形成したV字状溝に栗石等を喰
い込ませることによつてブロツクの裏面と施工場
所の法面との間での滑り落ちる抵抗を大きくし、
これにより積み上げたブロツクの崩れを防止する
ようにしたものである。
This proposal was devised in view of the above, and includes opening inspection holes on the surface of the block body that communicate with the reinforcing bar insertion holes to make it easier to inspect the reinforcing bar addition status and the filling status of joints with filler concrete from the inspection holes. , By putting chestnut stone etc. into the V-shaped groove formed on the back side, the resistance to sliding between the back side of the block and the slope of the construction site is increased,
This prevents the stacked blocks from collapsing.

以下、本案を図面の実施例について説明する
と、1は肉厚な板状ブロツク本体で上下の各端面
2,3と左右の各端面4,5と表面部6と裏面部
7とを有し、該上端面2には長さ方向に沿つて隆
出部8を形成し、下端面3及び左右の各端面4,
5に長さ方向に沿つて溝部9を形成する。該ブロ
ツク本体1には上端面2から下端面3に向つて縦
方向の鉄筋挿通孔10,10を一定間隔で左右に
穿設する。
Hereinafter, the present invention will be explained with reference to the embodiments shown in the drawings. 1 is a thick plate-shaped block body having upper and lower end surfaces 2, 3, left and right end surfaces 4, 5, a front surface part 6, and a back surface part 7, A protrusion 8 is formed along the length direction on the upper end surface 2, and the lower end surface 3 and the left and right end surfaces 4,
A groove portion 9 is formed along the length direction in 5. Vertical reinforcing bar insertion holes 10, 10 are bored left and right at regular intervals in the block body 1 from the upper end surface 2 to the lower end surface 3.

そして、表面部6には上記鉄筋挿通孔10,1
0に連通する点検孔11,11を穿設し、表面部
6の中央には浅い引掛孔12を形成する。この引
掛孔12はブロツク本体を積み上げる場合に、ク
レーンなど引掛けるためのものである。
The surface portion 6 has the above-mentioned reinforcing bar insertion holes 10 and 1.
Inspection holes 11, 11 communicating with the surface portion 6 are formed, and a shallow hooking hole 12 is formed in the center of the surface portion 6. This hooking hole 12 is for hanging a crane or the like when stacking the block bodies.

又裏面部7には長さ方向に沿つてV字状溝13
…を一定間隔で横向きに複数本形成する。このV
字状溝13は積み上げたブロツクの裏面と施工場
所の法面との間に入れる栗石や捨てコンクリート
が喰い込んで滑り落ちる抵抗を大きくし、崩れを
防止するのである。
In addition, a V-shaped groove 13 is provided in the back surface portion 7 along the length direction.
Form multiple pieces horizontally at regular intervals. This V
The grooves 13 are used to increase the resistance to sliding of the chestnut stone or waste concrete inserted between the back of the stacked blocks and the slope of the construction site, thereby preventing the blocks from collapsing.

以上のようにしてなるブロツク本体1を利用し
て布積みする場合を第4図により説明すると、施
工場所の底部に栗石aを充填し、縦方向で一定長
さの鉄筋bを上方に延出した根固めブロツク14
を栗石a上に打設し、該根固めブロツク14の上
端面には鉄筋bを挿通した敷ブロツク15を設置
する。
The case of stacking using the block body 1 constructed as described above will be explained with reference to Fig. 4. The bottom of the construction site is filled with chestnut stone a, and reinforcing bars b of a certain length in the vertical direction are extended upward. Root hardening block 14
is placed on the chestnut stone a, and a paver block 15 with reinforcing bars b inserted therein is installed on the upper end surface of the foot protection block 14.

次に、敷ブロツク15の上面には鉄筋bを鉄筋
挿通孔16bに通した最下段のブロツク16を固
定し、鉄筋挿通孔16aに間詰めコンクリートを
充填する。そしてブロツク16から延出する鉄筋
bの長さが次に積み上げるブロツクの高さより短
かければ、鉄筋bの上端に鉄筋b′を継ぎ足してか
ら本考案のブロツク本体1を積み上げる。この場
合に鉄筋b′から鉄筋bにブロツク本体1の鉄筋挿
通孔10を通し、鉄筋bと鉄筋b′との接続部b″を
点検孔11に臨ませて外部から観察し、鉄筋挿通
孔10内に間詰めコンクリートを充填する。
Next, the lowermost block 16 in which the reinforcing bars B are passed through the reinforcing bar insertion holes 16b is fixed to the upper surface of the paving block 15, and the reinforcing bar insertion holes 16a are filled with filler concrete. If the length of the reinforcing bar b extending from the block 16 is shorter than the height of the next block to be stacked, a reinforcing bar b' is added to the upper end of the reinforcing bar b, and then the block bodies 1 of the present invention are stacked. In this case, pass the reinforcing bar b through the reinforcing bar insertion hole 10 of the block body 1 from the reinforcing bar b' to the reinforcing bar b, and observe the connection part b'' between the reinforcing bar b and the reinforcing bar b' from the outside by facing the inspection hole 11. Fill the inside with filler concrete.

また下から3段目にブロツクを積み上げるに
は、上記ブロツク本体1の鉄筋挿通孔10から上
方に延出する継ぎ足し鉄筋b′に最下段のブロツク
16と同じブロツク16の鉄筋挿通孔16aを挿
通してブロツク本体1の上端面に固定する。
In addition, in order to stack the blocks to the third stage from the bottom, insert the reinforcing bar insertion hole 16a of the same block 16 as the block 16 of the lowest tier into the supplementary reinforcing bar b' extending upward from the reinforcing bar insertion hole 10 of the block body 1. and fix it to the upper end surface of the block body 1.

このように点検孔のないブロツク16と本案の
ブロツク本体1とで順次積み上げるのであるが、
ブロツクを積み上げる途中で鉄筋が短かくなつた
ら継ぎ足し、継ぎ足し個所には本案のブロツク本
体1を使用して積み上げるものであつて、最上段
には上面ブロツク17を設置する。
In this way, the block 16 without an inspection hole and the main block body 1 are stacked one after another.
When the reinforcing bars become short while stacking the blocks, they are added, and the proposed block body 1 is used at the place where the reinforcing bars are added, and the upper block 17 is installed at the top.

このように本案のブロツク本体1は鉄筋を継ぎ
足した接続部に使用すると、点検孔11から鉄筋
の継ぎ足し状態及び鉄筋の継ぎ目への間詰めコン
クリートの充填状態を観察できるので、鉄筋の接
続が不完全であつたら修正したり、間詰めコンク
リートの充填が不足していれば点検孔から充満す
ればよい。そして、点検後は点検孔11に間詰め
コンクリートを充填する。
In this way, when the block body 1 of the present invention is used for connections where reinforcing bars are added, the state of reinforcing bars being added and the filling state of filler concrete in the joints of reinforcing bars can be observed through the inspection hole 11, thereby preventing incomplete connections of reinforcing bars. If so, you can correct it, or if the filler concrete is insufficient, fill it through the inspection hole. After the inspection, the inspection hole 11 is filled with filler concrete.

従つて、本案の構築ブロツクは施工時に鉄筋の
継き足し連結状態及び継き目への間詰めコンクリ
ートの充填状態を点検し、修正することができる
ので、鉄筋の接続不備による強度低下を防止する
ことができる。また表面に引掛孔があるため機械
で挟み付けて積み上げできるのであつて、この引
掛孔も施工後はモルタルを充填して閉塞すればよ
い。
Therefore, during construction, the construction block of this project can check and correct the connection state of reinforcing bars and the filling state of filler concrete in the joints, thereby preventing a decrease in strength due to improper connection of reinforcing bars. be able to. In addition, since there are hook holes on the surface, they can be stacked by mechanically clamping them, and after construction, these hook holes can be filled with mortar and closed.

以上要するに、本案は施工後の鉄筋の継ぎ足し
連結状態及び継ぎ目への間詰めコンクリートの充
填状態の点検が簡単にできる利点と共に、施工作
業が容易であり実用的価値がある。しかも、裏面
のV字状溝にはブロツクの裏面と法面との間に充
填する栗石や捨てコンクリートが喰込むので、土
圧が加わつた場合に積み上げたブロツクが変形し
たり、崩れるのを防止することができる。
In summary, the present invention has the advantage of being able to easily check the connection state of reinforcing bars and the filling state of filler concrete in the joints after construction, as well as ease of construction work and practical value. Moreover, the V-shaped groove on the back side is filled with maroon stone and waste concrete that is filled between the back side of the block and the slope, so it prevents the stacked blocks from deforming or collapsing when earth pressure is applied. can do.

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

図面は本案の実施例を示すもので、第1図は右
半を裏から、左半は正面から見た図、第2図は一
部欠截した平面図、第3図は縦断側面図、第4図
は施工状態を一部欠截して縦断面にした側面図で
ある。 1……ブロツク本体、10,10……鉄筋挿通
孔、11,11……点検孔。
The drawings show an embodiment of the present invention; Figure 1 is the right half viewed from the back, the left half is a front view, Figure 2 is a partially cutaway plan view, Figure 3 is a vertical side view, FIG. 4 is a side view of the construction state, with a part cut out and a longitudinal section. 1... Block body, 10, 10... Reinforcement insertion hole, 11, 11... Inspection hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ブロツク本体に縦方向の鉄筋挿通孔を一定間隔
で左右に穿設し、該ブロツク本体の表面部には上
記各鉄筋挿通孔に連通して開口する点検孔を形成
し、裏面部には長さ方向に沿つてV字状溝を一定
間隔で横向きに複数本形成してなる構築ブロツ
ク。
Vertical reinforcing bar insertion holes are drilled on the left and right sides at regular intervals in the block body, inspection holes are formed in the front surface of the block body to communicate with each of the reinforcing bar insertion holes, and length holes are formed in the back surface. A construction block formed by forming a plurality of V-shaped grooves horizontally at regular intervals along the direction.
JP12835283U 1983-08-22 1983-08-22 construction blocks Granted JPS6040555U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12835283U JPS6040555U (en) 1983-08-22 1983-08-22 construction blocks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12835283U JPS6040555U (en) 1983-08-22 1983-08-22 construction blocks

Publications (2)

Publication Number Publication Date
JPS6040555U JPS6040555U (en) 1985-03-22
JPS6323473Y2 true JPS6323473Y2 (en) 1988-06-28

Family

ID=30291200

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12835283U Granted JPS6040555U (en) 1983-08-22 1983-08-22 construction blocks

Country Status (1)

Country Link
JP (1) JPS6040555U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0745634Y2 (en) * 1988-12-26 1995-10-18 富司 小山 Building blocks

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54131301A (en) * 1978-04-01 1979-10-12 Tomiji Koyama Retaining wall construction method by largeesized block and its device
JPS57178032A (en) * 1981-04-23 1982-11-02 Tomiji Koyama Constructing method for concrete wall

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54131301A (en) * 1978-04-01 1979-10-12 Tomiji Koyama Retaining wall construction method by largeesized block and its device
JPS57178032A (en) * 1981-04-23 1982-11-02 Tomiji Koyama Constructing method for concrete wall

Also Published As

Publication number Publication date
JPS6040555U (en) 1985-03-22

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