JPH06101241A - Construction of wall surface plate block - Google Patents

Construction of wall surface plate block

Info

Publication number
JPH06101241A
JPH06101241A JP25151492A JP25151492A JPH06101241A JP H06101241 A JPH06101241 A JP H06101241A JP 25151492 A JP25151492 A JP 25151492A JP 25151492 A JP25151492 A JP 25151492A JP H06101241 A JPH06101241 A JP H06101241A
Authority
JP
Japan
Prior art keywords
concrete
wall
plate block
construction
wall surface
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.)
Granted
Application number
JP25151492A
Other languages
Japanese (ja)
Other versions
JP3157919B2 (en
Inventor
Yoshifumi Mitsunari
美文 光成
Jiro Okamoto
治郎 岡本
Noriyuki Miama
則之 美甘
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.)
RANDESU KK
Original Assignee
RANDESU KK
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 RANDESU KK filed Critical RANDESU KK
Priority to JP25151492A priority Critical patent/JP3157919B2/en
Publication of JPH06101241A publication Critical patent/JPH06101241A/en
Application granted granted Critical
Publication of JP3157919B2 publication Critical patent/JP3157919B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Abstract

PURPOSE:To construct a strong, integrated structural body with time for construction reduced by a method wherein wall surface plate blocks that are put on support members are placed against the concrete surface of a building frame and are fixed with anchor bolts. CONSTITUTION:Angle-shaped support members 2 are fixed breadthwise to the concrete surface 10 of a building frame with bolts 6 at intervals equivalent to the width of a wall surface plate block 1. The wall surface plate block 1 is equipped with male-and-female joints 1c and 1d respectively on its lower and upper ends, and is also equipped with stepped joints on its right and left sides. The wall surface plate block 1 is placed on the support member 2 and is fit to the concrete surface 10 of the building frame. Anchor bolts 3, provided in facing the concrete surface 10 of the building frame, are then driven through fixing holes 1a and are fixed with nuts 3a. Vertical slippage of the blocks can be prevented by virtue of the male-and-female joints while the locks can be laid in overlapping in the horizontal direction simply by laying from the front side by virtue of the stepped joints. Thereby, construction can be made simply and safely.

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、古い既設擁壁面の化
粧、リフレッシュ、補強、及び環境整備等を目的とする
壁面板ブロックの施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a wall board block for the purpose of makeup, refreshing, reinforcing, and environmental maintenance of an old existing retaining wall.

【0002】[0002]

【従来の技術】のり面保護を目的とした躯体コンクリー
ト面等では、長い年月の間に表面が酸化や還元を受け、
凹凸やひび割れが生じたり、そのことにより雑草、苔が
生えて景観を損ねている場合もしばしば見られる。ま
た、それが更に進展して法面強度が大幅に低下している
例もみられる。このような場合壁面の化粧をし直した
り、リフレッシュする必要がある。また、近年環境に対
する関心が高まるにつれて、施工擁壁面に対しても自然
景観に相応しいものが要求されるようになった。
2. Description of the Related Art In a concrete concrete surface for the purpose of protecting a sloped surface, the surface is oxidized or reduced over a long period of time,
It is often seen that irregularities and cracks occur, which causes weeds and moss to spoil the landscape. In addition, there are some cases in which the slope strength is significantly reduced due to further progress. In such cases, it is necessary to remake or refresh the makeup on the wall. In addition, as interest in the environment has increased in recent years, construction retaining walls have also been required to be suitable for natural scenery.

【0003】擁壁面等のリフレッシュに対しては、従来
より古い擁壁面を覆うべく新たなコンクリートを表面に
打設するとか、表面のコンクリートを取り除き、新たに
コンクリートを打設したり、コンクリート板張りを表面
に施していた。
For refreshing retaining walls and the like, new concrete is placed on the surface to cover retaining walls that are older than before, or concrete on the surface is removed and new concrete is placed, or concrete veneer is installed. It was applied to the surface.

【0004】[0004]

【発明が解決しようとする課題】従来のこのような手段
は、手間と時間がかかり、また、表面に張ったコンクリ
ートの強度が得られなかったり、層間剥離等により耐久
性が得られないといった難点を有している。更に、外観
的にも見映えのするものではなかった。本発明は上記の
ような従来の課題を解決すると共に、新たに設けられる
擁壁の躯体コンクリート面に対しても手軽に自然景観に
マッチする擁壁面を形成することの可能な壁面板ブロッ
ク施工方法を提供しようとするものである。
However, the conventional means as described above are troublesome and time-consuming, and the strength of the concrete stretched on the surface cannot be obtained, and the durability cannot be obtained due to delamination or the like. have. Furthermore, it did not look good in appearance. The present invention solves the above-described conventional problems, and also a wall board block construction method capable of easily forming a retaining wall that matches the natural landscape even on the concrete concrete surface of the newly provided retaining wall. Is to provide.

【0005】[0005]

【課題を解決するための手段】上記課題を下記のような
施工方法とすることによって解決した。すなわち、垂直
又は勾配のある躯体コンクリート面に対して、壁面板ブ
ロック1の受け部材2を設け、壁面板ブロック1をこの
受け部材2に載せて躯体コンクリート壁面へ当て、上縁
付近を躯体コンクリート10に固定しながら順次施工する
ことを特徴とする壁面板ブロックの施工方法である。
[Means for Solving the Problems] The above problems have been solved by the following construction method. That is, the receiving member 2 of the wall board block 1 is provided on the vertical or inclined skeleton concrete surface, the wall board block 1 is placed on the receiving member 2 and abutted against the skeleton concrete wall surface, and the vicinity of the upper edge is skeleton concrete 10 It is a construction method of a wall board block, which is characterized in that the construction is carried out sequentially while being fixed to.

【0006】この施工方法におけるより詳細な態様は、
壁面板ブロック1の少なくとも上縁付近に設けた取付穴
1aに対応する位置の躯体コンクリート面に対してアンカ
ーボルト3を取付け、壁面板ブロック1を上記の受け部
材2で支えながら取付穴1aをアンカーボルトに当てて挿
通し、ボルト止めすると共に取付穴1aにモルタル充填し
ながら順次施工することを特徴とするものである。
A more detailed aspect of this construction method is as follows.
Mounting holes provided at least near the upper edge of the wall plate block 1
Anchor bolt 3 is attached to the skeleton concrete surface at a position corresponding to 1a, and while supporting wall plate 1 with the above-mentioned receiving member 2, insert mounting hole 1a against the anchor bolt, insert it, and fix mounting hole 1a. It is characterized in that the mortar is filled with the mortar and the construction is performed sequentially.

【0007】更に、壁面板ブロック1の上縁付近に設け
たアンカー1bと一体の調節固定金具4を取付け位置調節
可能に設置すべく躯体コンクリート面に取付けボルト5
を埋設し、壁面板ブロック1を上記の受け部材2で支え
た状態で調節固定金具4を取付けボルト5に対して調整
固定しながら順次施工することを特徴とする壁面板ブロ
ック施工方法としたのである。
Further, a mounting bolt 5 is attached to the concrete surface of the skeleton in order to install the adjusting fixture 3 integrated with the anchor 1b provided near the upper edge of the wall board block 1 so that the mounting position can be adjusted.
Is embedded and the construction is carried out sequentially while adjusting and fixing the adjustment fixing metal fittings 4 to the mounting bolts 5 while the wall board block 1 is supported by the receiving member 2 as described above. is there.

【0008】[0008]

【作用】このような本発明の施工方法によると、受け部
材2に壁面板ブロック1を載せて躯体コンクリート壁面
へ立てかけるだけで壁面へ張る作業が完了する。後は適
宜躯体コンクリート面に設けられたアンカーボルト3に
壁面板ブロック1の上縁付近を固定する等の作業だけで
堅固な擁壁面の化粧、リフレッシュ、補強等がなされ得
る。
According to such a construction method of the present invention, the work of tensioning the wall surface block 1 on the receiving member 2 is completed only by placing the wall plate block 1 on the receiving member 2 and leaning it against the concrete wall surface. After that, makeup, refreshment, reinforcement and the like of the solid retaining wall surface can be performed only by such work as fixing the vicinity of the upper edge of the wall plate block 1 to the anchor bolts 3 appropriately provided on the concrete surface.

【0009】ボルト止めに用いられた取付穴1aは、モル
タル充填することによって隠され、他のコンクリート面
となんら変わりない面が形成される。壁面板ブロック1
の表面に擬石模様等を施しておくと、自然景観に相応し
い擁壁面となる。更に、躯体コンクリート面に対して取
付ける壁面板ブロック1と取付けボルト5の間に上下又
は壁面との間隔差が生じたときは、調節固定金具4によ
って、適宜その間隔を調整することができる。また、駆
体コンクリート面と壁面板ブロックの間隙に対してモル
タル充填することで強固な一体構造となる。
The mounting hole 1a used for bolting is hidden by filling with mortar, and a surface that is no different from other concrete surfaces is formed. Wall plate block 1
If the surface of the is decorated with a pseudo-stone pattern, it will become a retaining wall suitable for natural scenery. Further, when there is a gap between the wall plate block 1 and the mounting bolt 5 to be mounted on the concrete surface, the gap can be appropriately adjusted by the adjusting and fixing metal fitting 4. Further, by filling the mortar in the gap between the concrete surface of the concrete structure and the wall plate block, a strong integrated structure is obtained.

【0010】[0010]

【実施例】以下図面によって本発明を詳細に説明する。
図1は本発明の第1実施例によって施工された擁壁表面
の要部拡大断面図である。躯体コンクリート10面はこの
例では勾配があるが、垂直であってもかまわない。ま
ず、躯体コンクリート面に対してアングル状の受け部材
2を横方向に壁面板ブロック1の横幅間隔でボルト6で
固定した。受け部材2は長尺のものでも構わない。躯体
コンクリート10面には更に壁面板ブロック1の一個当た
り複数本のアンカーボルト3を立設している。アンカー
ボルト3は異型差筋アンカーが用いられており、壁面板
ブロック1が1000×1000×120mmサイズの場合で3本宛
基部を埋設して立設している。壁面板ブロック1の大き
さによって設置本数を変えれば良い。アンカーボルト3
の頭部は擁壁表面の凹凸や壁面板ブロック1の厚みによ
って余長がでるが、現地でガス切断するとよい。
The present invention will be described in detail below with reference to the drawings.
FIG. 1 is an enlarged sectional view of an essential part of a retaining wall surface constructed according to a first embodiment of the present invention. The 10 faces of the concrete frame have a slope in this example, but they may be vertical. First, the angle-shaped receiving member 2 was fixed laterally to the concrete surface of the skeleton with the bolts 6 at the widthwise intervals of the wall board block 1. The receiving member 2 may be a long one. Further, a plurality of anchor bolts 3 are erected per wall board block 1 on the surface of the concrete body 10. The anchor bolt 3 uses an atypical differential anchor, and when the wall plate block 1 has a size of 1000 × 1000 × 120 mm, three bases are embedded to stand upright. The number of installations may be changed depending on the size of the wall plate block 1. Anchor bolt 3
The head has an extra length depending on the unevenness of the surface of the retaining wall and the thickness of the wall plate block 1, but it is advisable to gas cut on site.

【0011】壁面板ブロック1は上下に凹凸継手1c,1d
があり、左右には段継手が設けられている。したがっ
て、上下方向には凹凸継手でずれることがなく、横方向
へは段継手で順次前から倒して行くだけで重ね継ぎがで
き、簡単かつ安全な施工ができる。この壁面板ブロック
1は前記受け部材2に載せて躯体コンクリート壁面へ当
て、躯体コンクリート10に固定しながら順次施工するた
めに、上縁付近に取付穴1aがあり、これは前記躯体コン
クリート面に対して設けられたアンカーボルト3に対応
する位置に表面側が大径の段付きで貫通している。
The wall plate block 1 is provided with concave-convex joints 1c and 1d vertically.
There are step joints on the left and right. Therefore, the concave and convex joints do not shift in the vertical direction, and the step joints in the lateral direction allow the lap joints to be performed simply by sequentially tilting them from the front, so that simple and safe construction can be performed. This wall board block 1 is placed on the receiving member 2 and applied to the concrete wall surface, and in order to perform construction sequentially while fixing it to the concrete concrete 10, there is a mounting hole 1a near the upper edge, which is attached to the concrete surface. The surface side penetrates with a step with a large diameter at a position corresponding to the anchor bolt 3 provided.

【0012】躯体コンクリート10面の表面の凹凸を調整
するために受け部材2に隙間調整用くさび7aを配置し、
上部にも必要なら隙間調整用くさび7bを配置してその間
にコンクリート又はモルタル8を充填している。このよ
うな状態で壁面板ブロック1を受け部材2で支えながら
取付穴1aをアンカーボルト3に当てて挿通し、ナット3a
で止めている。更に、取付穴1aにモルタルを充填しなが
ら順次施工した。このようにして施工された擁壁の様子
を図2,3に示した。表面の多数の擬石模様によって自
然景観によく合う石積み様の擁壁が形成されている。
A gap adjusting wedge 7a is arranged on the receiving member 2 in order to adjust the unevenness of the surface of the skeleton concrete 10.
If necessary, a gap adjusting wedge 7b is also arranged on the upper part, and concrete or mortar 8 is filled between them. In this state, the wall plate block 1 is supported by the receiving member 2 and the mounting hole 1a is applied to the anchor bolt 3 to insert the nut 3a.
I stopped at. Further, the mounting holes 1a were sequentially filled while being filled with mortar. The state of the retaining wall constructed in this way is shown in Figs. A large number of pseudo-stone patterns on the surface form a masonry-like retaining wall that matches well with the natural landscape.

【0013】図4に本発明の第2実施例を示した。図4
は上下の壁面板ブロック1,1間の様子を示す拡大側面
図である。壁面板ブロック1の上縁付近に設けたアンカ
ー1bと一体の調節固定金具4は上端部が鉤状に曲がって
おり、躯体コンクリート面に取付けボルト5によって上
下動可能に取付けられたブラケット金具4aに対してねじ
止めしている。壁面板ブロック1の取付け位置調節は、
取付けボルト5によるブラケット金具4aの上下調節固定
と、このブラケット金具4aに対する調節固定金具4の上
端鉤部のねじ4bによる前後調節固定による。
FIG. 4 shows a second embodiment of the present invention. Figure 4
FIG. 3 is an enlarged side view showing a state between upper and lower wall surface plate blocks 1, 1. The adjustment fixing metal fitting 4 integrated with the anchor 1b provided near the upper edge of the wall board block 1 has a hook-shaped upper end, and is attached to the bracket metal fitting 4a which is vertically movable by a mounting bolt 5 on the concrete surface of the body. It is fixed with screws. To adjust the mounting position of the wall board block 1,
By the vertical adjustment and fixing of the bracket metal fitting 4a by the mounting bolt 5, and the front and rear adjustment fixing by the screw 4b of the upper hook part of the adjustment fixing metal fitting 4 with respect to this bracket metal fitting 4a.

【0014】また、図5は天端の様子を示す要部拡大側
面図である。擁壁の天端では天端面に垂直方向に取付け
ボルト5を埋設し、それによって先部が傾斜面に添うよ
うに曲げられたブラケット金具4aを固定し、これに対し
て、壁面板ブロック1の調節固定金具4をねじ4bによっ
て上下調節しながら固定している。
FIG. 5 is an enlarged side view of an essential part showing the state of the top. At the top end of the retaining wall, mounting bolts 5 are embedded in the top end face in the vertical direction, thereby fixing the bracket metal fitting 4a bent so that the front end follows the inclined surface. The adjusting fixture 4 is fixed by adjusting the screw 4b up and down.

【0015】[0015]

【発明の効果】本発明によって、手間と施工時間がかか
らずに、表面に張ったコンクリートの強度が大な擁壁面
を形成することができる。古い既設擁壁面の化粧、リフ
レッシュ、補強等が手軽にでき、新たに設けられる擁壁
の躯体コンクリート面に対しても、外観的に見映えのす
る、自然景観にマッチした擁壁面を形成することができ
る。
EFFECTS OF THE INVENTION According to the present invention, it is possible to form a retaining wall surface in which the strength of the concrete stretched on the surface is great, without requiring labor and construction time. Make it easy to apply makeup, refresh, and reinforce the existing existing retaining wall, and to form a retaining wall that matches the natural landscape and looks good against the concrete surface of the new retaining wall. You can

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

【図1】本発明の第1実施例によって施工された擁壁表
面の要部拡大断面図である。
FIG. 1 is an enlarged sectional view of an essential part of a retaining wall surface constructed according to a first embodiment of the present invention.

【図2】本発明の方法による施工擁壁の側面図である。FIG. 2 is a side view of a construction retaining wall according to the method of the present invention.

【図3】同正面図である。FIG. 3 is a front view of the same.

【図4】第2実施例における上下の壁面板ブロック間の
様子を示す拡大部分断面側面図である。
FIG. 4 is an enlarged partial sectional side view showing a state between upper and lower wall plate blocks in the second embodiment.

【図5】天端の様子を示す要部拡大部分断面側面図であ
る。
FIG. 5 is an enlarged partial cross-sectional side view of an essential part showing a state of the top end.

【符号の説明】[Explanation of symbols]

1 壁面板ブロック 1a 取付穴 2 受け部材 3 アンカーボルト 4 調節固定金具 5 取付けボルト 7 隙間調整用くさび 8 モルタル 10 躯体コンクリート 1 Wall plate block 1a Mounting hole 2 Receiving member 3 Anchor bolt 4 Adjustment fixing metal fitting 5 Mounting bolt 7 Wedge for adjusting gap 8 Mortar 10 Concrete concrete

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 垂直又は勾配のある躯体コンクリート面
に対して、壁面板ブロック1の受け部材2を設け、壁面
板ブロック1を該受け部材2に載せて躯体コンクリート
壁面へ当て、上縁付近を躯体コンクリート10に固定しな
がら順次施工することを特徴とする壁面板ブロック施工
方法。
1. A receiving member 2 for a wall board block 1 is provided on a vertical or sloped skeleton concrete surface, the wall board block 1 is placed on the receiving member 2 and abutted against a skeleton concrete wall surface, and the vicinity of the upper edge is A wall board block construction method characterized in that the construction is carried out sequentially while being fixed to the skeleton concrete 10.
【請求項2】 壁面板ブロック1の少なくとも上縁付近
に設けた取付穴1aに対応する位置の躯体コンクリート面
に対してアンカーボルト3を取付け、壁面板ブロック1
を請求項1記載の受け部材2で支えながら取付穴1aをア
ンカーボルトに当てて挿通し、ボルト止めすると共に取
付穴1aにモルタル充填しながら順次施工することを特徴
とする壁面板ブロック施工方法。
2. The wall plate block 1 is provided with an anchor bolt 3 attached to a concrete concrete surface at a position corresponding to a mounting hole 1a provided at least near the upper edge of the wall plate block 1.
A method of constructing a wall board block, which comprises successively mounting the mounting holes 1a by anchoring them with anchor bolts while supporting them with the receiving member 2 according to claim 1, bolting them, and filling the mounting holes 1a with mortar.
【請求項3】 壁面板ブロック1の少なくとも上縁付近
に設けた調節固定金具4を取付け位置調節可能に設置す
べく躯体コンクリート面に取付けボルト5を埋設し、壁
面板ブロック1を請求項1記載の受け部材2で支えた状
態で調節固定金具4を取付けボルト5に対して調節固定
しながら順次施工することを特徴とする壁面板ブロック
施工方法。
3. The wall plate block 1 according to claim 1, wherein mounting bolts 5 are embedded in the concrete surface of the skeleton in order to install the adjusting fixture 4 provided at least near the upper edge of the wall plate block 1 so that the mounting position can be adjusted. 2. The method for constructing a wall board block, which is performed while sequentially adjusting and fixing the adjusting fixture 4 to the mounting bolt 5 while being supported by the receiving member 2 of FIG.
JP25151492A 1992-09-21 1992-09-21 Wall plate block construction method Expired - Fee Related JP3157919B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25151492A JP3157919B2 (en) 1992-09-21 1992-09-21 Wall plate block construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25151492A JP3157919B2 (en) 1992-09-21 1992-09-21 Wall plate block construction method

Publications (2)

Publication Number Publication Date
JPH06101241A true JPH06101241A (en) 1994-04-12
JP3157919B2 JP3157919B2 (en) 2001-04-23

Family

ID=17223951

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25151492A Expired - Fee Related JP3157919B2 (en) 1992-09-21 1992-09-21 Wall plate block construction method

Country Status (1)

Country Link
JP (1) JP3157919B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013092010A (en) * 2011-10-27 2013-05-16 Hirose & Co Ltd Repair method for reinforced soil wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013092010A (en) * 2011-10-27 2013-05-16 Hirose & Co Ltd Repair method for reinforced soil wall

Also Published As

Publication number Publication date
JP3157919B2 (en) 2001-04-23

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