JPH03180624A - Block for constructing retaining wall and constructing method for retaining wall - Google Patents

Block for constructing retaining wall and constructing method for retaining wall

Info

Publication number
JPH03180624A
JPH03180624A JP31773089A JP31773089A JPH03180624A JP H03180624 A JPH03180624 A JP H03180624A JP 31773089 A JP31773089 A JP 31773089A JP 31773089 A JP31773089 A JP 31773089A JP H03180624 A JPH03180624 A JP H03180624A
Authority
JP
Japan
Prior art keywords
block
bodies
retaining wall
constructing
block bodies
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.)
Pending
Application number
JP31773089A
Other languages
Japanese (ja)
Inventor
Yoshiki Matsui
良樹 松井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP31773089A priority Critical patent/JPH03180624A/en
Publication of JPH03180624A publication Critical patent/JPH03180624A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To shorten the construction period by connecting plural front face block bodies and rear face block bodies by a connecting member to form blocks for connecting a retaining wall, and throwing concrete into a space between the front and rear block bodies. CONSTITUTION:Front face block bodies 1 and rear face block bodies 2 are connected to each other through connecting holes 5 formed on four corners of each stiffening plate while a specified spacing is kept between them by a connecting member 3 having the stiffening plate 4. For constructing a retaining wall, the bodies 1 are connected to each other by the member 4 on upper and lower sides and right and left sides, and the bodies 2 are similarly connected to each other on upper and lower sides and on right and left sides. The front face bodies and rear face bodies are installed on a previously constructed foundation, reinforcing bars 9 are arranged in a space between the bodies 1 and the bodies 2 connected by the connecting member 3, and concrete is thrown into the space 10. The construction period can thus be shortened without using any mold.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 この発明は、型枠を用いずに擁壁を構築することができ
るようにした擁壁構築用ブロック及び擁壁構築方法に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a retaining wall construction block and a retaining wall construction method that enable retaining walls to be constructed without using formwork.

く従来の技術及びその問題点〉 従来から一般に行われている擁壁の構築方法は、工事現
場において、構築せんとする擁壁の肉厚分の空間を保持
して型枠を立て、その空間内にコンクリートを投入する
ようにしていたのである。比較的高い擁壁を構築する場
合には、その高さ分の型枠を立てずに、まず下方に型枠
を立て、そこにコンクリートを投入し、このコンクリー
トが十分に養生した後に次の段の施工をしていたのであ
り、全体の工事に要する工期も長期化することは明らか
であり、このことが1つの大きな問題であるのみならず
、型枠の用意及び組立て、設置こそ大きな問題として指
摘されていたのであった。
Conventional techniques and their problems> The conventional method of constructing retaining walls is to maintain a space equal to the wall thickness of the retaining wall to be constructed at the construction site, erect a formwork, and fill that space. Concrete was poured inside. When constructing a relatively high retaining wall, instead of erecting a formwork for that height, first erect the formwork downwards, pour concrete into it, and wait until the concrete has sufficiently cured before starting the next stage. It is clear that the construction period required for the entire construction work will be long, and not only is this a major problem, but the preparation, assembly, and installation of the formwork is also a major problem. It had been pointed out.

このような型枠を用いないものとしては、例えば護岸工
事における護岸用ブロックが知られているが、この護岸
工事も型枠は用いないものの、法面の下段から護岸用ブ
ロックを並設しながら洞込めコンクリートを投入しつつ
、これが十分養生した後に次の段の工事に移すことを強
いられ、かつ護岸用ブロックの複雑な形状が災いして強
化用の鉄筋の挿通作業も煩雑であり、結局これも工期の
長期化を招く原因となっていたのであった。しかも護岸
用ブロックにあっては、これらは主として工場生産され
るのが一般であり、これを工事現場まで運搬しなければ
ならず、しかも決して軽量ではなく、工費の経済性にも
影響を与えていたのである。
For example, blocks for revetment in revetment construction are known as a method that does not use formwork, but this revetment work also does not use formwork, but the revetment blocks are laid side by side from the bottom of the slope. While pouring concrete, it was necessary to wait until it had sufficiently cured before moving on to the next stage of construction, and the complicated shape of the revetment blocks made it complicated to insert reinforcing bars. This was also a cause of prolonging the construction period. Moreover, blocks for seawalls are generally produced mainly in factories, and must be transported to the construction site.Moreover, they are not lightweight at all, which affects the economy of construction costs. It was.

く問題点を解決するための手段〉 そこでこの発明に係る擁壁構築用ブロック及び擁壁構築
方法は前記の問題点を解決するために、それぞれ独立し
た複数の正面用ブロック本体と裏面用ブロック本体を、
連結部材を用いて隣り合う正面用ブロック本体及び隣り
合う裏面用ブロック本体並びに所望間隔を保持して正面
用ブロック本体と裏面用ブロック本体をそれぞれ連結し
て構成した擁壁構築用ブロックを設置し、これら正面用
ブロック本体と裏面用ブロック本体によって形成される
空間部にコンクリートを投入するようにして、型枠を用
いず、かつ工期の短縮化を図るようにしたものである。
Means for Solving the Problems> Therefore, in order to solve the above-mentioned problems, the retaining wall construction block and retaining wall construction method according to the present invention have a plurality of independent front block bodies and back block bodies. of,
Installing retaining wall construction blocks configured by connecting adjacent front block bodies and adjacent rear block bodies, and the front block bodies and rear block bodies while maintaining a desired interval using connecting members, Concrete is poured into the space formed by the front block body and the back block body, thereby eliminating the need for formwork and shortening the construction period.

〈実 施 例〉 次にこの発明に係る擁壁構築用ブロック及び擁壁構築方
法の実施例を図面に基づいて述べると、1は例えば長方
形状の板状に形成した正面用ブロック本体であり、2も
例えば長方形状の板状に形成した裏面用ブロック本体で
ある。これら正面用ブロック本体1及び裏面用ブロック
本体2は、それぞれコンクリート製であり、かつ図示す
る実施例においては、長方形の板状のものを示しである
が、例えば正方形であってもよく、また上下左右方向に
連設し得る形状や厚さであれば、その形状及び厚さに特
に限定されるものではない。3は正面用ブロック本体1
と裏面用ブロック本体2を所望間隔を保持して連結する
ための連結部材であり、この連結部材3は両端に面状部
材4を形成した断面H字状に構成されており、前記面状
部材4には複数の連結孔5を穿設しである。すなわち、
この面状部材4の形状も特に問うところではないが、例
えば図示するように四角形状に構成した場合には、その
角隅部に連結孔5を形成しであるのである。6は正面用
ブロック本体1に穿設した連結孔であり、この連結孔6
は、正面用ブロック本体1を上下左右に連設した場合に
各正面用ブロック本体lが互いに接する部分、すなわち
正面用ブロック本体1を長方形状に形成しこれを基盤の
目状に連設する場合には、この長方形状の正面用ブロッ
ク本体1の各角部(第2図参照)に、またいわゆる布積
み形式に連設する場合には、前記各角部と長辺のほぼ中
間位置(第3図参照)にそれぞれ穿孔しておくことにな
る。そしてこれらの連結孔6の間隔は連結部材3の面状
部材4に穿孔した連結孔5の間隔と一致せしめることは
当然である。またこの正面用ブロック本体1の連結孔6
は、施工後に正面となる面にまで貫通せしめることなく
、裏面側から正面用ブロック本体1の肉厚の途中までと
することが、正面の美観を損なわない点で好ましい、7
は裏面用ブロック本体2に穿設した連結孔であり、この
連結孔7の位置については正面用ブロック本体1に穿設
したものと同一であるが、この裏面用ブロック本体2の
連結孔7は貫通せしめても美観を損なうという問題はな
く、かつむしろ作業上好ましい。そしてこの連結部材3
によって正面用ブロック本体1と裏面用ブロック本体2
を連結するのであるが、この場合は、連結孔5,6.7
に対してボルト8を介して連結するのである。
<Example> Next, an example of the retaining wall construction block and retaining wall construction method according to the present invention will be described based on the drawings. 1 is a front block main body formed in, for example, a rectangular plate shape; 2 is also a back block main body formed in, for example, a rectangular plate shape. The front block main body 1 and the back block main body 2 are each made of concrete, and in the illustrated embodiment, a rectangular plate shape is shown, but they may be square, for example, and the upper and lower The shape and thickness are not particularly limited as long as they can be arranged in a row in the left and right direction. 3 is the front block body 1
This is a connecting member for connecting the back block main body 2 with a desired spacing, and this connecting member 3 has an H-shaped cross section with a planar member 4 formed at both ends, and the planar member 4 is provided with a plurality of connecting holes 5. That is,
Although the shape of the planar member 4 is not particularly limited, for example, when it is configured in a rectangular shape as shown in the figure, the connecting holes 5 are formed at the corners thereof. 6 is a connecting hole drilled in the front block main body 1, and this connecting hole 6
This is the part where the front block bodies 1 touch each other when the front block bodies 1 are arranged vertically and horizontally, that is, when the front block bodies 1 are formed into a rectangular shape and are arranged in a row on the base. At each corner of the rectangular front block main body 1 (see Fig. 2), or when installed in a so-called stacked manner, at a position approximately midway between each corner and the long side (see Fig. 2). (See Figure 3). It goes without saying that the spacing between these connecting holes 6 should match the spacing between the connecting holes 5 drilled in the planar member 4 of the connecting member 3. Also, the connection hole 6 of this front block body 1
It is preferable to do so from the back side to the middle of the wall thickness of the front block body 1, without penetrating the front surface after construction, in order not to impair the aesthetic appearance of the front.
is a connecting hole drilled in the block body 2 for the back side, and the position of this connecting hole 7 is the same as that drilled in the block body 1 for the front side, but the connecting hole 7 in the block body 2 for the back side is Even if it is penetrated, there is no problem of spoiling the appearance, and it is actually preferable for the work. And this connecting member 3
The front block body 1 and the back block body 2 are
In this case, connecting holes 5, 6.7
It is connected via bolt 8 to.

く施 工 法〉 上記した構造の擁壁構築用ブロックを用いて擁壁を構築
するためには、まず面状部材4を用いて正面用ブロック
本体1を上下左右に連結するとともに、裏面用ブロック
本体2も同様に上下左右に連結する。そしてこれを常法
によって構築した基礎上に設置し、また連結された正面
用ブロック本体1及び裏面用ブロック本体2の間の空間
部10にこれまた常法にしたがって鉄筋9を通し、コン
クリートを投入するのである。この場合、正面用ブロッ
ク本体1及び裏面用ブロック本体2の上下方向への設置
は、あらかじめ天端位置まで構築しておくことができ、
また背圧を考慮して下方は空間部10を厚、く、上方に
至にしたがい空間部を薄くする場合もある。これらの場
合は、要するに連結部材3の長さを変更することによっ
て行うことが可能となる。
Construction method In order to construct a retaining wall using the retaining wall construction blocks having the structure described above, first connect the front block body 1 vertically and horizontally using the planar members 4, and then connect the back block The main body 2 is also connected vertically and horizontally. Then, this is installed on a foundation constructed by a conventional method, and concrete is poured into the space 10 between the connected front block body 1 and rear block body 2 by passing reinforcing bars 9 according to a conventional method. That's what I do. In this case, the front block main body 1 and the back block main body 2 can be installed in the vertical direction up to the top position in advance.
Further, in consideration of back pressure, the space 10 may be made thicker and thinner at the bottom, and thinner toward the top. In short, these cases can be achieved by changing the length of the connecting member 3.

〈発明の効果〉 前記のようにこの発明に係る擁壁構築用ブロック及び擁
壁構築方法によれば、それぞれ独立した複数の正面用ブ
ロック本体と裏面用ブロック本体を、連結部材を用いて
隣り合う正面用ブロック本体及び隣り合う裏面用ブロッ
ク本体並びに所望間隔を保持して正面用ブロック本体と
裏面用ブロック本体をそれぞれ連結して構成した擁壁構
築用ブロックを設置し、これら正面用ブロック本体と裏
面用ブロック本体によって形成される空間部にコンクリ
ートを投入するようにしであるので、型枠を用いず、か
つ工期の短縮化を図ることができるとともに、鉄筋の挿
通もきわめて簡易であり、しかも各ブロック本体のボリ
ュームが小さいため輸送にも適する等、その効果はきわ
めて大である。
<Effects of the Invention> As described above, according to the retaining wall construction block and retaining wall construction method according to the present invention, a plurality of independent front block bodies and rear block bodies are connected adjacently using a connecting member. A retaining wall construction block is installed, which is constructed by connecting the front block body and the adjacent back block body, and the front block body and the back block body while maintaining the desired spacing, and these front block bodies and the rear block body are installed. Since the concrete is poured into the space formed by the main block body, it is possible to shorten the construction period without using formwork, and it is also extremely easy to insert reinforcing bars into each block. The small volume of the main body makes it suitable for transportation, and its effects are extremely large.

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

図面はこの発明に係る擁壁構築用ブロック及び擁壁構築
方法の実施例を示すもので、第1図は擁壁構築用ブロッ
クの一部切欠斜視図、第2図はブロック本体を連結部材
によって連結した状態を示す断面図、第3図は布積み形
式に連結した状態を示す断面図、第4図は擁壁構築方法
を示す断面図である。 1・・・正面用ブロック本体 2・・・裏面用ブロック本体 3・・・連結部材 4・・・面状部材 5.6.7・・・連結孔 8・・・ボルト 9・・・鉄筋 0・・・空間部
The drawings show an embodiment of the retaining wall construction block and the retaining wall construction method according to the present invention. FIG. 1 is a partially cutaway perspective view of the retaining wall construction block, and FIG. FIG. 3 is a cross-sectional view showing a connected state, FIG. 3 is a cross-sectional view showing a connected state in a stacked manner, and FIG. 4 is a cross-sectional view showing a retaining wall construction method. 1... Front block body 2... Back block body 3... Connecting member 4... Planar member 5.6.7... Connecting hole 8... Bolt 9... Reinforcing bar 0・・・Space part

Claims (1)

【特許請求の範囲】 1、それぞれ独立した正面用ブロック本体と裏面用ブロ
ック本体を、所望間隔を保持して連結部材で連結したこ
とを特徴とする擁壁構築用ブロック。 2、正面用ブロック本体と裏面用ブロック本体は、合端
に連結孔を形成した特許請求の範囲第1項記載の擁壁構
築用ブロック。 3、正面用ブロック本体と裏面用ブロック本体は、角部
近傍に連結孔を形成した特許請求の範囲第1項記載の擁
壁構築用ブロック。 4、連結部材は両端に面状部材を有する断面H字状に形
成し、この面状部材に連結孔を形成した特許請求の範囲
第1項記載の擁壁構築用ブロック。 5、それぞれ独立した複数の正面用ブロック本体と裏面
用ブロック本体を、連結部材を用いて隣り合う正面用ブ
ロック本体及び隣り合う裏面用ブロック本体並びに所望
間隔を保持して正面用ブロック本体と裏面用ブロック本
体をそれぞれ連結して構成した擁壁構築用ブロックを設
置し、これら正面用ブロック本体と裏面用ブロック本体
によって形成される空間部にコンクリートを投入するよ
うにしたことを特徴とする擁壁構築方法。
[Scope of Claims] 1. A block for constructing a retaining wall, characterized in that a front block main body and a back block main body, which are independent from each other, are connected by a connecting member while maintaining a desired interval. 2. The block for constructing a retaining wall according to claim 1, wherein the front block main body and the back block main body have a connecting hole formed at their mating ends. 3. The block for constructing a retaining wall according to claim 1, wherein the front block body and the back block body have connecting holes formed near the corners. 4. The block for constructing a retaining wall according to claim 1, wherein the connecting member is formed into an H-shaped cross section with planar members at both ends, and a connecting hole is formed in the planar member. 5. Connect a plurality of independent front block bodies and rear block bodies to adjacent front block bodies and adjacent rear block bodies using connecting members, and maintain a desired interval between the front block bodies and rear block bodies. Retaining wall construction characterized by installing retaining wall construction blocks constructed by connecting block bodies, and pouring concrete into the space formed by these front block bodies and back block bodies. Method.
JP31773089A 1989-12-08 1989-12-08 Block for constructing retaining wall and constructing method for retaining wall Pending JPH03180624A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31773089A JPH03180624A (en) 1989-12-08 1989-12-08 Block for constructing retaining wall and constructing method for retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31773089A JPH03180624A (en) 1989-12-08 1989-12-08 Block for constructing retaining wall and constructing method for retaining wall

Publications (1)

Publication Number Publication Date
JPH03180624A true JPH03180624A (en) 1991-08-06

Family

ID=18091401

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31773089A Pending JPH03180624A (en) 1989-12-08 1989-12-08 Block for constructing retaining wall and constructing method for retaining wall

Country Status (1)

Country Link
JP (1) JPH03180624A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102122464A (en) * 2011-04-08 2011-07-13 桂林海威科技有限公司 Connecting fastener
JP2019190055A (en) * 2018-04-20 2019-10-31 三井化学産資株式会社 Outer wall member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102122464A (en) * 2011-04-08 2011-07-13 桂林海威科技有限公司 Connecting fastener
JP2019190055A (en) * 2018-04-20 2019-10-31 三井化学産資株式会社 Outer wall member

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