JPH0549768B2 - - Google Patents
Info
- Publication number
- JPH0549768B2 JPH0549768B2 JP61022690A JP2269086A JPH0549768B2 JP H0549768 B2 JPH0549768 B2 JP H0549768B2 JP 61022690 A JP61022690 A JP 61022690A JP 2269086 A JP2269086 A JP 2269086A JP H0549768 B2 JPH0549768 B2 JP H0549768B2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- plate
- slope
- reinforcing bars
- formwork
- 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
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
[発明の目的]
産業上の利用分野
本発明は、地山に打込まれたアンカーボルト
と、該アンカーボルトに取付けられたコンクリー
ト製の大型プレートから構成されるベアリングプ
レートを、特に降雨時や凍上時に施工する工法に
関するものである。[Detailed Description of the Invention] [Object of the Invention] Industrial Application Field The present invention provides a bearing plate consisting of an anchor bolt driven into the ground and a large concrete plate attached to the anchor bolt. This relates to construction methods that are used especially during rain or frost heaving.
従来の技術
従来、降雨により地山面の表土が流失したり、
凍上時に表土が凍つて崩壊する恐れがある場合の
ベアリングプレートの施工法としては、まず第6
図Aに示すように地山10を切削して斜面11を
形成し、第6図Bに示すようにその日のうちにコ
ンクリートやモルタル等の流動性硬化材12を該
斜面11に吹付けて、とりあえず雨や霜の害を防
止しておき、その後1日以上たつてから、第6図
Cに示すように地山10内にアンカーボルト13
を打込み、該アンカーボルト13の露出部13a
に鋼板製、木製或いはプラスチツク製の型枠14
を取付けて、流動性硬化材12を注入し、硬化
後、脱型して第6図Dに示すような大型プレート
15を形成していた。Conventional technology Conventionally, topsoil on the ground surface was washed away due to rainfall,
When there is a risk of the topsoil freezing and collapsing during frost heaving, the bearing plate construction method is as follows.
As shown in Figure A, a slope 11 is formed by cutting the ground 10, and as shown in Figure 6B, a fluid hardening material 12 such as concrete or mortar is sprayed onto the slope 11 on the same day. First, prevent damage from rain and frost, and after one day or more, install anchor bolts 13 into the ground 10 as shown in Figure 6C.
the exposed portion 13a of the anchor bolt 13.
Formwork 14 made of steel plate, wood or plastic
was attached, a fluid hardening material 12 was injected, and after hardening, the mold was removed to form a large plate 15 as shown in FIG. 6D.
発明が解決しようとする問題点
以上のように、上記従来の施工法では、鋼板製
などの大型で重くて取扱いが困難な型枠を使用し
ていたため、地山にアンカーボルトを打込んで型
枠をこれに固定しないと大型プレートの施工がで
きなかつた。Problems to be Solved by the Invention As described above, in the conventional construction method described above, a large, heavy, and difficult-to-handle formwork such as a steel plate was used. It was not possible to construct the large plate unless the frame was fixed to this.
従つて、斜面を切削したその日のうちに上述の
ような型枠作業をするのが不可能であつたため、
降雨や凍上の恐れがあるときには、とりあえず、
吹付けコンクリートを施工して、雨や霜の害を防
止しておくしかなく、それだけ余計な施工作業を
必要とするだけでなく、この吹付けコンクリート
の施工後は少なくとも1日以上の間隔をあけなけ
ればベアリングプレートの施工が出来ず、結局、
工期が長くなつて施工費が高くなる等の問題点が
あつた。 Therefore, it was impossible to carry out the formwork work as described above on the same day that the slope was cut.
When there is a risk of rain or frost heaving,
The only way to prevent damage from rain and frost is to apply shotcrete, which not only requires extra construction work, but also to wait at least one day after applying the shotcrete. Without it, it would be impossible to install the bearing plate, and in the end,
There were problems such as a longer construction period and higher construction costs.
また、従来の木製型枠は再使用が難しかつた
り、プラスチツク製の型枠は高価となる等の問題
点があつた。 In addition, conventional wooden formwork is difficult to reuse, and plastic formwork is expensive.
さらに、従来の型枠では、流動性硬化材が漏れ
ないように型枠の底面にゴム等の軟質材を取付け
て、地山と型枠との間に隙間ができないようにす
る必要があり、型枠の単価が高くなつたり、取付
け作業が煩雑になる等の問題点もあつた。 Furthermore, with conventional formwork, it is necessary to attach a soft material such as rubber to the bottom of the formwork to prevent the flowable hardening material from leaking, and to prevent gaps from forming between the ground and the formwork. There were also problems such as the unit cost of the formwork becoming high and the installation work becoming complicated.
本発明は、上記従来の問題点を解決するために
なされたもので、その目的とするところは、地山
を切削したらその日のうちにプレートを施工する
と同時に、斜面にコンクリートを吹付けて、従来
のような雨・霜の害を防止するためだけの特別な
コンクリート吹付け作業を省略し、もつて工期の
短縮化と工費の低減化を図ることのできるベアリ
ングプレートの施工法を提供することにある。 The present invention was made in order to solve the above-mentioned conventional problems, and its purpose is to construct a plate on the same day after cutting the ground, and at the same time, to spray concrete on the slope, To provide a bearing plate construction method that can shorten the construction period and reduce construction costs by omitting the special concrete spraying work just to prevent damage from rain and frost. be.
[発明の構成]
問題点を解決するための手段
本発明のベアリングプレートの施工法は、格子
状に配筋したプレート用補強筋の周囲に網状型枠
を一体的に取付けて構成したプレート用仕組鉄筋
を地山の斜面や地山の掘削面等にセツトし、該プ
レート用仕組鉄筋内にコンクリートあるいはモル
タル等の流動性硬化材を充填すると共に、上記網
状型枠の外側面に吹付けて大型プレートを形成
し、該流動性硬化材が硬化した後、大型プレート
の中央部を貫通して1本のアンカーボルトを地山
内に打込んで定着せしめ、該アンカーボルトに上
記大型プレートを締め付け固定して地山を支持せ
しめることを特徴とするものであり、また上記大
型プレートの吹付け形成と同時に周囲の地山の斜
面や地山の掘削面等にも流動性硬化材を吹付ける
ことを特徴とするものである。[Structure of the Invention] Means for Solving the Problems The bearing plate construction method of the present invention is a plate structure in which a mesh formwork is integrally attached around plate reinforcing bars arranged in a lattice pattern. Reinforcing bars are set on the slope of the ground or on the excavated surface of the ground, and a fluid hardening material such as concrete or mortar is filled into the structural reinforcing bars for the plate, and is sprayed onto the outer surface of the mesh formwork to form a large-sized material. After forming the plate and hardening the fluid hardening material, one anchor bolt is driven into the ground through the center of the large plate to fix it, and the large plate is tightened and fixed to the anchor bolt. It is characterized by supporting the ground by spraying the large plate, and simultaneously spraying the fluid hardening material onto the slope of the surrounding ground, the excavated surface of the ground, etc. That is.
実施例
以下、本発明の一実施例について図面を参照し
ながら説明する。Embodiment Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
第1図において、1は地山であつて、その一部
を切削して必要な斜面2を形成する。 In FIG. 1, numeral 1 is a ground, a part of which is cut to form a necessary slope 2.
次に、第2図に示すように、上記切削斜面2に
プレート用仕組鉄筋3をセツトする。 Next, as shown in FIG. 2, the structural reinforcing bars 3 for the plate are set on the cutting slope 2.
上記プレート用仕組鉄筋3はプレート用補強筋
3aと網状型枠3bから構成されている。 The structural reinforcing bars 3 for plates are composed of reinforcing bars 3a for plates and a mesh formwork 3b.
該プレート用補強筋3aは、第2A図に詳細に
示すように鉄筋を格子状に配筋して構成したもの
あつて、その鉄筋の太さや格子の間隔等は、地
盤・土質・プレートの受圧力等に応じて適宜設定
する。 The plate reinforcing bars 3a are constructed by arranging reinforcing bars in a lattice shape, as shown in detail in Fig. 2A, and the thickness of the reinforcing bars and the spacing of the lattice are determined depending on the ground, soil quality, and plate support. Set appropriately according to pressure, etc.
一方、上記網状型枠3bは、前記プレート用補
強筋3aより細い鉄筋を細かな網目状或いは柵状
に組んで全体として帯状に構成したものを、上記
プレート用補強筋3aの周囲を取巻くように折込
んで仕組みする。この仕組方法としては、例えば
第2B図に示すように、プレート用補強筋3aの
一部の鉄筋の端部を下方に折曲げて延設した折曲
端部3a′に針金4等で緊結して一体化する。 On the other hand, the net-like formwork 3b is constructed by assembling reinforcing bars thinner than the plate reinforcing bars 3a in a fine mesh or fence shape to form a band shape as a whole, so as to surround the plate reinforcing bars 3a. Fold it in and make it work. As shown in FIG. 2B, for example, the ends of some of the reinforcing bars of the plate reinforcing bars 3a are bent downward and extended, and then tied to the bent ends 3a' with wires 4 or the like. and become one.
尚、該プレート用補強筋3aの折曲端部3a′の
長さを網状型枠3bの高さの約1/2にしておけば、
第2B図から明らかなように折曲端部3a′と網状
型枠3bの下端部を揃えるだけで、プレート用補
強筋3aを網状型枠3bのほぼ中間に位置せしめ
ることが出来る。 If the length of the bent end 3a' of the plate reinforcing bar 3a is set to about 1/2 of the height of the mesh formwork 3b,
As is clear from FIG. 2B, the plate reinforcing bar 3a can be positioned approximately in the middle of the mesh form 3b by simply aligning the bent end 3a' and the lower end of the mesh form 3b.
また、上記プレート用補強筋3aの中央部には
アンカーボルト(後述)挿設用のスリーブ3cを
取付けておく。 Further, a sleeve 3c for inserting an anchor bolt (described later) is attached to the center of the plate reinforcing bar 3a.
上記構成よりなるプレート用仕組鉄筋3を斜面
2に固定するに際しては、第2図に示すように斜
面2に、例えば3寸釘などのアンカー部材5を打
込んで、これに上記プレート用仕組鉄筋3を引つ
掛けてセツトするか、或いは上記プレート用補強
筋3aの折曲端部3a′や網状型枠3bの一部を下
方に延ばしておいて、これを斜面2に差し込んで
セツトするようにしてもよい。尚、この場合プレ
ート用仕組鉄筋3のできるだけ角部付近を固定す
るのが効果的である。 When fixing the structural reinforcing bars 3 for plates having the above structure to the slope 2, as shown in FIG. 3, or by extending the bent end 3a' of the plate reinforcing bar 3a or a part of the mesh formwork 3b downward and inserting it into the slope 2. You can also do this. In this case, it is effective to fix the plate structure reinforcing bars 3 as close to the corners as possible.
以上のように、プレート用仕組鉄筋3を斜面2
に固定したら、第3図に示すように、その日のう
ちにコンクリートまたはモルタル等の流動性硬化
材6を吹付ける。この場合、第5図に示すように
流動性硬化材6は上記網状型枠3b内に充填する
だけでなく、該網状型枠3bの外側面にも吹付け
て、該網状型枠3bを埋殺しにする。 As described above, the plate structural reinforcement 3 is attached to the slope 2
Once it is fixed, a fluid hardening material 6 such as concrete or mortar is sprayed on the same day, as shown in FIG. In this case, as shown in FIG. 5, the fluid hardening material 6 is not only filled into the mesh formwork 3b, but also sprayed onto the outer surface of the mesh formwork 3b to fill the mesh formwork 3b. Kill.
尚、第5図に示すように、プレート以外の斜面
全面に亙つて流動性硬化材6の吹付け処理も同時
に行つて、雨や霜の害を防止しておく。 As shown in FIG. 5, the fluid hardening material 6 is simultaneously sprayed over the entire surface of the slope other than the plate to prevent damage from rain and frost.
コンクリート硬化後、第4図に示すように上記
スリーブ3cを通してドリル7で地山1内に穴を
あけ、アンカーボルト8を打ち込んで、ナツト9
等で締め付け固定する。 After the concrete hardens, as shown in FIG. 4, a hole is made in the ground 1 with a drill 7 through the sleeve 3c, an anchor bolt 8 is driven in, and a nut 9 is inserted.
Tighten and secure.
上記実施例では、プレート用仕組鉄筋を正方形
状に構成したが、本発明工法で使用するプレート
用仕組鉄筋はこれに限定するものではなく、その
他の矩形状、円形状、或いは菱形状など、いずれ
の形状にしてもよい。 In the above embodiment, the structural reinforcing bars for plates were constructed in a square shape, but the structural reinforcing bars for plates used in the construction method of the present invention are not limited to this, and may have any other shape such as rectangular, circular, or rhombic shapes. It may be in the shape of
また、上記実施例では掘削斜面への施工につい
て説明したが、地山の自然斜面や基礎工事の根堀
り掘削面等の山止めに仮設的に施工することもで
きる。 Further, in the above embodiments, construction on an excavated slope has been described, but it can also be temporarily constructed on a natural slope of the ground, a foundation work excavation surface, etc.
[発明の効果]
(1) 斜面を切削した後、その日のうちにプレート
を施工すると共に斜面にコンクリートを吹付け
るようにしたので、従来のように単なる雨・霜
等の防止のためのコンクリート吹付け作業が不
要となり、工期を短縮することができる。[Effects of the invention] (1) After cutting the slope, the plate is installed and concrete is sprayed on the slope on the same day, so it is no longer necessary to simply spray concrete to prevent rain, frost, etc. as in the past. There is no need for installation work, and the construction period can be shortened.
(2) 網状型枠をプレート用補強鉄筋に一体的に仕
組みして構成した軽量で安価なプレート用仕組
鉄筋を使用するので、搬入・移動が容易である
ばかりでなく、迅速かつ容易に斜面にセツトす
ることができる。また、網状型枠が捨て型枠で
あるのでコンクリート打設後の脱型作業を必要
とせず、工期を著しく短縮することが出来る。
さらに、網状型枠にはほとんど外力が作用しな
いので、低鋼性の簡単な構造でよいため、軽量
で安価に提供することができる。(2) Since we use lightweight and inexpensive structural reinforcing bars for plates, which are constructed by integrating mesh formwork with reinforcing reinforcing bars for plates, they are not only easy to transport and move, but also can be quickly and easily installed on slopes. can be set. Furthermore, since the mesh formwork is a waste formwork, there is no need to remove the mold after concrete is poured, and the construction period can be significantly shortened.
Furthermore, since almost no external force acts on the mesh formwork, a simple structure made of low steel is sufficient, so it can be provided lightweight and inexpensively.
(3) 地山の斜面、地山の掘削面や山止めなどの仮
設工事の外に、災害復旧などの緊急時の斜面工
事や、植生工法と組合せることもできる。(3) In addition to temporary construction work such as slopes of the ground, excavation surfaces of the ground, and mountain retaining, it can also be used for slope work in emergencies such as disaster recovery, and in combination with vegetation construction methods.
第1図〜第4図は本発明の施工法を順次説明す
る施工説明図、第2A図はプレート用仕組鉄筋の
一実施例を示す斜視図、第2B図はプレート用仕
組鉄筋の部分拡大断面、第5図は斜面に施工され
たベアリングプレートの一部破断斜視図、第6図
A〜Dは従来の施工法を示す説明図である。
1……地山、2……斜面、3……プレート用仕
組鉄筋、3a……プレート用補強筋、3a′……折
曲端部、3b……網状型枠、4……針金、5……
アンカー部材、6……流動性硬化材、7……ドリ
ル、8……アンカーボルト、9……ナツト。
Figures 1 to 4 are construction explanatory drawings that sequentially explain the construction method of the present invention, Figure 2A is a perspective view showing one embodiment of the structural reinforcement for plates, and Figure 2B is a partially enlarged cross section of the structural reinforcement for plates. 5 is a partially cutaway perspective view of a bearing plate installed on a slope, and FIGS. 6A to 6D are explanatory diagrams showing a conventional construction method. DESCRIPTION OF SYMBOLS 1... Earth, 2... Slope, 3... Structured reinforcing bars for plates, 3a... Reinforcing bars for plates, 3a'... Bent ends, 3b... Net formwork, 4... Wire, 5... …
Anchor member, 6... Fluid hardening material, 7... Drill, 8... Anchor bolt, 9... Nut.
Claims (1)
網状型枠を一体的に取付けて構成したプレート用
仕組鉄筋を地山の斜面や地山の掘削面にセツト
し、該プレート用仕組鉄筋内にコンクリートある
いはモルタル等の流動性硬化材を充填すると共
に、上記網状型枠の外側面に吹付けて大型プレー
トを形成し、該流動性硬化材が硬化した後、大型
プレートの中央部を貫通して1本のアンカーボル
トを地山内に打込んで定着せしめ、該アンカーボ
ルトに上記大型プレートを締め付け固定して地山
を支持せしめることを特徴とするベアリングプレ
ートの施工法。 2 上記大型プレートの吹付け形成と同時に周囲
の地山の斜面や地山の掘削面等にも流動性硬化材
を吹付けることを特徴とする前記特許請求の範囲
第1項に記載のベアリングプレートの施工法。[Scope of Claims] 1. Set reinforcing bars for plates, which are constructed by integrally attaching mesh formwork around reinforcing bars for plates arranged in a lattice pattern, on the slope of the ground or on the excavated surface of the ground, A fluid hardening material such as concrete or mortar is filled into the reinforcing steel for the plate, and is sprayed onto the outer surface of the mesh formwork to form a large plate. After the fluid hardening material has hardened, the large plate is A method of constructing a bearing plate, which comprises: driving one anchor bolt through the central part of the bearing plate into the ground to fix it, and tightening and fixing the large plate to the anchor bolt to support the ground. 2. The bearing plate according to claim 1, characterized in that, at the same time as spraying and forming the large plate, a fluid hardening material is also sprayed on the slope of the surrounding ground, the excavated surface of the ground, etc. construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2269086A JPS62182317A (en) | 1986-02-04 | 1986-02-04 | Construction work of bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2269086A JPS62182317A (en) | 1986-02-04 | 1986-02-04 | Construction work of bearing plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62182317A JPS62182317A (en) | 1987-08-10 |
| JPH0549768B2 true JPH0549768B2 (en) | 1993-07-27 |
Family
ID=12089868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2269086A Granted JPS62182317A (en) | 1986-02-04 | 1986-02-04 | Construction work of bearing plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62182317A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7742074B2 (en) * | 2021-09-01 | 2025-09-19 | 東日本高速道路株式会社 | How to unload an existing ground anchor |
| KR102657622B1 (en) * | 2023-09-06 | 2024-04-16 | 주식회사 동아특수건설 | Reinforcing device that promotes the stability of the ground surface |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5951844U (en) * | 1983-06-17 | 1984-04-05 | 本州製紙株式会社 | Reinforced concrete structure for slope protection work |
-
1986
- 1986-02-04 JP JP2269086A patent/JPS62182317A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62182317A (en) | 1987-08-10 |
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| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |