JP2714775B2 - Retaining wall block with confirmation hole and grout filling method - Google Patents

Retaining wall block with confirmation hole and grout filling method

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Publication number
JP2714775B2
JP2714775B2 JP17414195A JP17414195A JP2714775B2 JP 2714775 B2 JP2714775 B2 JP 2714775B2 JP 17414195 A JP17414195 A JP 17414195A JP 17414195 A JP17414195 A JP 17414195A JP 2714775 B2 JP2714775 B2 JP 2714775B2
Authority
JP
Japan
Prior art keywords
retaining wall
confirmation
hole
wall block
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 - Fee Related
Application number
JP17414195A
Other languages
Japanese (ja)
Other versions
JPH093935A (en
Inventor
政教 馬場
晃宏 田坂
Original Assignee
大和クレス株式会社
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 by 大和クレス株式会社 filed Critical 大和クレス株式会社
Priority to JP17414195A priority Critical patent/JP2714775B2/en
Publication of JPH093935A publication Critical patent/JPH093935A/en
Application granted granted Critical
Publication of JP2714775B2 publication Critical patent/JP2714775B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】 本発明は、擁壁の築造のために
工場生産され、グラウト充填の成否を確認するための孔
を有する確認孔付き擁壁ブロックと、そのグラウト充填
方法に関するものである。
The present invention relates to the construction of a retaining wall.
Hole produced in the factory to confirm the success of grout filling
And a grout filling method therefor.

【0002】[0002]

【従来の技術】 築造された擁壁ブロックの強度におい
ては、連結用鋼材と擁壁ブロックとの定着一体化の度合
いが重要であり、不十分であると擁壁ブロックから連結
用鋼材への応力の伝達が悪くなり所要の強度を得ること
ができない。そして、定着一体化の度合いはグラウト充
填の優劣に左右される。
[Prior Art] Strength of built-in retaining wall block
In this case , the degree of anchoring and integration between the connecting steel and the retaining wall block is important, and if it is insufficient, the transmission of stress from the retaining wall block to the connecting steel deteriorates, and the required strength cannot be obtained. . The degree of fixing integration depends on the degree of grout filling.

【0003】従来の擁壁ブロックのグラウト充填方法で
は、グラウトを最上層の擁壁ブロックの縦孔から注入し
て全層の擁壁ブロックに行き渡らせ、最上層の擁壁ブロ
ックの縦孔の上までグラウトが上がってくるのを見て充
填を確認をする。
In the conventional grout filling method of the retaining wall block, grout is injected from the vertical hole of the uppermost retaining wall block and spread over all the retaining wall blocks. Check the filling until the grout rises.

【0004】しかしこの方法では、グラウトが確実に全
ての擁壁ブロックまで行き渡って充填されているか定か
ではなく、未充填部分が生じる恐れがある。
[0004] However, in this method, grout is uncertain whether it is filled over surely go until all retaining wall blocks, there is a possibility that unfilled portions may occur.

【0005】[0005]

【発明が解決しようとする課題】 したがって本発明の
目的は、グラウトが全ての擁壁ブロックに確実に充填さ
れているかを目視確認でき、連結用鋼材と擁壁ブロック
とが十分に定着一体化した所要強度の擁壁を的確に築造
できる確認孔付き擁壁ブロックと、そのグラウト充填方
法を提供することである。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to visually check whether or not grout is surely filled in all the retaining wall blocks, and the connecting steel material and the retaining wall block are sufficiently fixed and integrated. An object of the present invention is to provide a retaining wall block with a confirmation hole that can accurately build a retaining wall having a required strength, and a grout filling method.

【0006】[0006]

【課題を解決するための手段】 以下、添付図面中の参
照符号を用いて説明すると、請求項1の確認孔付き擁壁
ブロックでは、本体ブロック1の上面と下面に凹に形成
された上端開口部2と下端開口部3をそれぞれ設け、上
端開口部2と下端開口部3の内底面2a,3aから本体
ブロック1を上下に貫通する1個又は複数個の縦孔4を
設け、下端開口部3の内側面3bの上部に外部へ貫通す
る確認孔5を設ける。
The retaining wall block with a confirmation hole according to the present invention will now be described with reference to the accompanying drawings. A main body 2 is provided from the inner bottom surfaces 2a, 3a of the upper end opening 2 and the lower end opening 3, respectively.
One or a plurality of vertical holes 4 penetrating vertically through the block 1 are provided, and a confirmation hole 5 penetrating outside is provided above the inner side surface 3 b of the lower end opening 3.

【0007】請求項2の確認孔付き擁壁ブロックのグラ
ウト充填方法では、本体ブロック1の上面と下面に凹に
形成された上端開口部2と下端開口部3をそれぞれ設
け、上端開口部2と下端開口部3の内底面2a,3aか
本体ブロック1を上下に貫通する1個又は複数個の縦
孔4を設け、下端開口部3の内側面3bの上部に外部へ
貫通する確認孔5を設けた所要数の確認孔付き擁壁ブロ
ック6,6・・・を各縦孔4が重なるように上下に積み
上げ、縦孔4に連結用鋼材7を貫通して挿入し、連結用
鋼材7を緊張して上下の確認孔付き擁壁ブロック6,6
・・・を締め付け連結する。
In the method for grout filling the retaining wall block with the confirmation holes according to the second aspect, the upper and lower openings 3 and 3 are respectively formed in the upper and lower surfaces of the main body block 1 so as to be concave. One or more vertical holes 4 penetrating the main body block 1 vertically from the inner bottom surfaces 2a, 3a of the lower end opening 3 are provided, and a confirmation hole 5 penetrating to the outside is provided above the inner side surface 3b of the lower end opening 3. The required number of retaining wall blocks 6, 6,... Provided with confirmation holes are stacked up and down so that the vertical holes 4 overlap with each other, and the connecting steel materials 7 are inserted into the vertical holes 4 and inserted. Tensioning retaining wall block with upper and lower confirmation holes 6,6
... are connected by tightening.

【0008】グラウト8を最上層の確認孔付き擁壁ブロ
ック6の1個の縦孔4から充填し、中間層の確認孔付
き擁壁ブロック6の縦孔4と、中間層の各確認孔付き
壁ブロック6,6の下端開口部3と上端開口部2が形成
する連結空間9とを通過させて、最下層の確認孔付き
壁ブロック6の下端開口部3と基礎10の上面とで形成
される空間11に到達させ、最下層の確認孔付き擁壁ブ
ロック6の下端開口部3の確認孔5からグラウト8が漏
出することで空間11の充填を確認し、該最下層の確
認孔付き擁壁ブロック6の該確認孔5に栓12を嵌め込
み閉塞する。
[0008] The grout 8 is made of a retaining wall blow with a confirmation hole in the uppermost layer.
Tsu filled from one longitudinal hole 4 of click 6, the vertical hole 4 of each check perforated retaining wall block 6 of the intermediate layer, with each check holes of the intermediate layer retaining
Passed through a connecting space 9 lower end opening 3 and the upper opening 2 of the wall block 6, 6 to form, retaining with the lowermost confirmation holes
A space 11 formed by the lower end opening 3 of the wall block 6 and the upper surface of the foundation 10 is reached, and a lowermost retaining wall block with a confirmation hole is formed.
Check the filling of the space 11 from the confirmation hole 5 of the lower end opening 3 of the lock 6 by grout 8 leaks, the outermost lower probability
The plug 12 is fitted into the confirmation hole 5 of the retaining wall block 6 with the recognition hole and closed.

【0009】更に空間11を通して最下層の確認孔付
き擁壁ブロック6の全ての縦孔4にグラウト8を下から
充填し、最下層の確認孔付き擁壁ブロック6とその直上
確認孔付き擁壁ブロック6とが形成する連結空間9に
グラウト8を到達させ、該直上の確認孔付き擁壁ブロッ
クの確認孔5からグラウト8が漏出することで連結空
間9の充填を確認し、該直上の確認孔付き擁壁ブロック
6の該確認孔5に栓12を嵌め込み閉塞し、以下上記過
程を繰り返して全層の確認孔付き擁壁ブロック6の縦孔
4、連結空間9及び空間11を充填する。
[0009] Furthermore, the bottom layer of with the confirmation hole through the space 11
The grout 8 is filled from below into all the vertical holes 4 of the retaining wall block 6, and the retaining wall block 6 with the confirmation hole at the lowermost layer and immediately above it.
In the connecting space 9 formed by the retaining wall block 6 with the confirmation hole of
The grout 8 is reached, and the retaining wall block
The grout 8 leaks from the check hole 5 of the hole to confirm that the connection space 9 is filled, and the retaining wall block with the check hole immediately above is checked.
The plug 12 is fitted into the confirmation hole 5 of 6 and closed, and the above process is repeated to fill the vertical hole 4, the connecting space 9 and the space 11 of the retaining wall block 6 with the confirmation hole of all layers.

【0010】[0010]

【作用】 前記空間11と連結空間9へのグラウト8の
充填の成否は、最下層の確認孔付き擁壁ブロック6の確
認孔5、中間層の各確認孔付き擁壁ブロック6の確認孔
5、及び最上層の確認孔付き擁壁ブロック6の確認孔5
からグラウト8が漏出することで確実に目視確認でき
る。この目視確認を最下層の確認孔付き擁壁ブロック6
から中間層の各確認孔付き擁壁ブロック6、最上層の確
認孔付き擁壁ブロック6へと順次行うことで、グラウト
8が全層に行き渡り充填されていることが確認される。
また、最下層、中間層及び最上層の各確認孔付き擁壁ブ
ロック6の確認孔5はグラウト8の注入口としても使用
できる。
[Action] of grout 8 to the space 11 and the connecting space 9
The success or failure of the filling is determined by the confirmation hole 5 of the retaining wall block 6 with the confirmation hole in the lowermost layer, the confirmation hole 5 of the retaining wall block 6 with the confirmation hole in the middle layer, and the confirmation hole of the retaining wall block 6 with the confirmation hole in the uppermost layer. 5
Leakage of the grout 8 from the container enables reliable visual confirmation. This visual confirmation is performed by using the lowermost retaining wall block 6 with confirmation holes.
To the retaining wall block 6 with confirmation holes in the middle layer,
Grouting is performed sequentially to the retaining wall block 6 with perforations.
It is confirmed that 8 is distributed all over the layer.
In addition, retaining wall blocks with confirmation holes for the bottom, middle and top layers
The confirmation hole 5 of the lock 6 can also be used as a grout 8 inlet.

【0011】[0011]

【実施例】 図示の実施例では、連結用鋼材7として
は、グラウト8との付着性をよくするために、外周面に
凹凸が形成された異形のPC綱棒を使用している。グラ
ウト8としては、水セメント比が小さくて流動性の良い
セメントペーストが使用されている。
EXAMPLE In the illustrated example, as the connecting steel 7, in order to improve the adhesion to the grout 8, a deformed PC rope having irregularities formed on the outer peripheral surface is used. As the grout 8, a cement paste having a low water-cement ratio and good fluidity is used.

【0012】グラウト8の注入は、連結用鋼材7を適所
に固定する位置決め板13の外側面と上端開口部2の内
側面2bとの間に遊隙14を形成し、上端開口部2の内
底面2aに縦孔4へ連通した溝15を設け、遊隙14
と溝15を通して注入される。また、位置決め板13に
小孔16を、連結用鋼材7を連結するカプラー17に隠
蔽されない部位に設け、小孔16を通して縦孔4へ注
入される。
The grout 8 is injected by forming a play space 14 between the outer surface of the positioning plate 13 for fixing the connecting steel member 7 in place and the inner surface 2b of the upper end opening 2. a groove 15 which communicates the vertical hole 4 in the bottom surface 2a provided, the clearance 14
And through the groove 15. Further, a small hole 16 in the positioning plate 13, provided at a site not concealed coupler 17 for coupling the connecting steel material 7 is injected into the vertical hole 4 through the small holes 16.

【0013】所定面を所要深さまで掘削して底面に砕石
18を敷き均し、均しコンクリート19を打設する。そ
の上に基礎10を作り、その上面に確認孔付き擁壁ブロ
ックを積み上げている。
A predetermined surface is excavated to a required depth, crushed stones 18 are laid on the bottom surface and leveled, and leveling concrete 19 is poured. A foundation 10 is formed thereon, and a retaining wall block 6 having a confirmation hole is stacked on the upper surface thereof.

【0014】[0014]

【発明の効果】 以上のように本発明では、上下に積み
上げられる各確認孔付き擁壁ブロック6の下端開口部
3の内側面3bの上部に、確認孔5を外部に貫通させて
設けてあり、該確認孔5からグラウト8が漏出すること
によって、確認孔付き擁壁ブロック6と基礎10間の空
間11、及び、上下の各確認孔付き各擁壁ブロック6,
6間の連結空間9にグラウト8が充填されたことを目視
確認できるものであり、この目視確認を最下層から中間
層そして最上層の各確認孔付きブロック6へと順次行な
うことによって、グラウト8が全層に確実に行き渡り充
填されていることを容易に確認できて、未充填部分を無
くすことができるため、確認孔付き擁壁ブロック6と連
結用鋼材7との定着一体化が強固になり、連結強度の高
い優良な擁壁を的確に築造することができる。
As described above, according to the present invention, the stacking
In the upper part of the inner side surface 3b of each lower end opening 3 of the retaining wall block 6 with each confirmation hole to be raised , the confirmation hole 5 is penetrated to the outside.
Provided that the grout 8 leaks out from the confirmation hole 5
The space between the retaining wall block 6 with the confirmation holes and the foundation 10
11 and each retaining wall block 6 with upper and lower confirmation holes
Visual observation that grout 8 has been filled in connection space 9 between 6
This visual check can be performed from the bottom layer to the middle.
To the block 6 with the confirmation holes on the uppermost layer and the uppermost layer.
In this way, it can be easily confirmed that the grout 8 is completely spread and filled in all the layers, and the unfilled portion can be eliminated. Therefore, the fixing wall block 6 with the confirmation holes and the connecting steel 7 are fixed. The integration becomes strong, and a good retaining wall with high connection strength can be accurately constructed.

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

【図1】 本発明の一実施例に係る確認孔付き擁壁ブロ
ックを用いた擁壁の右側面図である。
FIG. 1 is a right side view of a retaining wall using a retaining wall block with a confirmation hole according to one embodiment of the present invention.

【図2】 該確認孔付き擁壁ブロックを用いた擁壁の
壁ブロック同士の連結部分の拡大側面図である。
FIG. 2 Retaining the retaining wall using the retaining wall block with the confirmation holes
It is an enlarged side view of the connection part of wall blocks .

【図3】 該確認孔付き擁壁ブロックを用いた擁壁の
壁ブロック同士の連結部分の拡大縦断面図である。
FIG. 3 Retaining of a retaining wall using the retaining wall block having the confirmation holes.
It is an expanded longitudinal cross-sectional view of the connection part of wall blocks.

【図4】 該確認孔付き擁壁ブロックを用いた擁壁の
壁ブロックと基礎との連結部分の拡大側面図である。
FIG. 4 shows retaining of the retaining wall using the retaining wall block having the confirmation holes.
It is an enlarged side view of the connection part of a wall block and a foundation .

【図5】 該確認孔付き擁壁ブロックを用いた擁壁の
壁ブロックと基礎との連結部分の拡大縦断面図である。
FIG. 5: Retaining of a retaining wall using the retaining wall block with a confirmation hole
It is an expanded longitudinal cross-sectional view of the connection part of a wall block and a foundation.

【符号の説明】[Explanation of symbols]

1 本体ブロック 2 上端開口部 2a 内底面 2b 内側面 3 下端開口部 3a 内底面 3b 内側面 4 縦孔 5 確認孔 6 確認孔付き擁壁ブロック 7 連結用PC鋼材 8 グラウト 9 連結空間 10 基礎 11 空間 12 栓 13 位置決め板 14 遊隙 15 溝 16 小孔 17 カプラー 18 砕石 19 均しコンクリート DESCRIPTION OF SYMBOLS 1 Main body block 2 Upper end opening 2a Inner bottom surface 2b Inner side surface 3 Lower end opening 3a Inner bottom surface 3b Inner side surface 4 Vertical hole 5 Confirmation hole 6 Retaining wall block with confirmation hole 7 PC steel for connection 8 Grout 9 Connection space 10 Foundation 11 Space 12 stopper 13 positioning plate 14 play space 15 groove 16 small hole 17 coupler 18 crushed stone 19 leveling concrete

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 本体ブロック1の上面と下面に凹に形成
された上端開口部2と下端開口部3をそれぞれ設け、上
端開口部2と下端開口部3の内底面2a,3aから本体
ブッロク1を上下に貫通する1個又は複数個の縦孔4を
設け、下端開口部3の内側面3bの上部に外部へ貫通す
る確認孔5を設けた確認孔付き擁壁ブロック。
1. An upper opening 2 and a lower opening 3 which are concavely formed on an upper surface and a lower surface of a main body block 1, respectively, and a main body block 1 is formed from inner bottom surfaces 2a, 3a of the upper opening 2 and the lower opening 3. A retaining wall block with a confirmation hole provided with one or a plurality of vertical holes 4 penetrating vertically, and a confirmation hole 5 penetrating to the outside above the inner side surface 3 b of the lower end opening 3.
【請求項2】 本体ブロック1の上面と下面に凹に形成
された上端開口部2と下端開口部3をそれぞれ設け、上
端開口部2と下端開口部3の内底面2a,3aから本体
ブロック1を上下に貫通する1個又は複数個の縦孔4を
設け、下端開口部3の内側面3bの上部に外部へ貫通す
る確認孔5を設けた所要数の確認孔付き擁壁ブロック
6,6・・・を各縦孔4が重なるように上下に積み上
げ、縦孔4に連結用鋼材7を貫通して挿入し、連結用鋼
材7を緊張して上下の確認孔付き擁壁ブロック6,6・
・・を締め付け連結し、グラウト8を最上層の確認孔付
擁壁ブロック6の1個の縦孔4から充填し、中間層の
確認孔付き擁壁ブロック6の縦孔4と、中間層の各
認孔付き擁壁ブロック6,6の下端開口部3と上端開口
部2が形成する連結空間9とを通過させて、最下層の確
認孔付き擁壁ブロック6の下端開口部3と基礎10の上
面とで形成される空間11に到達させ、最下層の確認孔
付き擁壁ブロック6の下端開口部3の確認孔5からグラ
ウト8が漏出することで空間11の充填を確認し、
最下層の確認孔付き擁壁ブロック6の該確認孔5に栓1
2を嵌め込み閉塞し、更に空間11を通して最下層の
確認孔付き擁壁ブロック6の全ての縦孔4にグラウト8
を下から充填し、最下層の確認孔付き擁壁ブロック6
その直上の確認孔付き擁壁ブロック6とが形成する連結
空間9にグラウト8を到達させ、該直上の確認孔付き擁
壁ブロックの確認孔5からグラウト8が漏出することで
連結空間9の充填を確認し、該直上の確認孔付き擁壁
ブロック6の該確認孔5に栓12を嵌め込み閉塞し、以
下上記過程を繰り返して全層の確認孔付き擁壁ブロック
6の縦孔4、連結空間9及び空間11を充填することを
特徴とするグラウト充填方法。
2. A body provided Block 1 of the upper surface and the lower surface formed concave the the top opening 2 and a lower opening 3, respectively, the main body from the inner bottom surface 2a, 3a of the top opening 2 and the lower end opening 3
One or more vertical holes 4 penetrating the block 1 up and down, and a required number of retaining wall blocks 6 with confirmation holes provided with confirmation holes 5 penetrating to the outside above the inner surface 3 b of the lower end opening 3. , 6... Are piled up and down so that the vertical holes 4 overlap, and the connecting steel 7 is inserted through the vertical holes 4, and the connecting steel 7 is tensioned to make the upper and lower retaining wall blocks 6 with confirmation holes. , 6 ・
.. is tightened and connected, and the grout 8 is filled from one vertical hole 4 of the retaining wall block 6 with the confirmation hole in the uppermost layer, and
And vertical hole 4 of each check perforated retaining wall block 6, and a connecting space 9 lower end opening 3 and the upper opening 2 of each of the intermediate layers probability <br/>認孔with retaining wall blocks 6,6 are formed After passing through, the space reaches the space 11 formed by the lower end opening 3 of the lowermost retaining wall block 6 with the confirmation hole and the upper surface of the foundation 10, and the lowermost confirmation hole is formed.
Grout 8 from the confirmation hole 5 of the lower end opening 3 of the attached retaining wall block 6 confirms the filling of the space 11 by leaking, the
A plug 1 is inserted into the confirmation hole 5 of the retaining wall block 6 having a confirmation hole in the lowermost layer.
2 fitted closed and further the lowermost through the space 11
Grout 8 on all vertical holes 4 of retaining wall block 6 with confirmation holes
Filled from below, in connection space 9 where the check perforated retaining wall block 6 of the lowermost and confirm the perforated retaining wall blocks 6 immediately thereabove form to reach the grout 8, retaining with confirmation holes on the straight
The grout 8 leaks from the confirmation hole 5 of the wall block.
The filling of the connection space 9 is confirmed, and the retaining wall with the confirmation hole immediately above
The plug 12 is fitted into the check hole 5 of the block 6 and closed, and the above process is repeated to fill the vertical hole 4, the connecting space 9 and the space 11 of the retaining wall block 6 with check holes of all layers. Grout filling method.
JP17414195A 1995-06-16 1995-06-16 Retaining wall block with confirmation hole and grout filling method Expired - Fee Related JP2714775B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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JP17414195A JP2714775B2 (en) 1995-06-16 1995-06-16 Retaining wall block with confirmation hole and grout filling method

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JP5095869B1 (en) * 2012-03-28 2012-12-12 涌太郎 浅井 Assembling structure and assembly method of wave-dissipating and reef block
JP6918613B2 (en) * 2017-07-20 2021-08-11 フリー工業株式会社 Wall structure and wall construction method

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