JPH0521544Y2 - - Google Patents

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Publication number
JPH0521544Y2
JPH0521544Y2 JP1986014847U JP1484786U JPH0521544Y2 JP H0521544 Y2 JPH0521544 Y2 JP H0521544Y2 JP 1986014847 U JP1986014847 U JP 1986014847U JP 1484786 U JP1484786 U JP 1484786U JP H0521544 Y2 JPH0521544 Y2 JP H0521544Y2
Authority
JP
Japan
Prior art keywords
reinforcing bars
plate
formwork
mesh
bent
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 - Lifetime
Application number
JP1986014847U
Other languages
Japanese (ja)
Other versions
JPS62129446U (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 JP1986014847U priority Critical patent/JPH0521544Y2/ja
Publication of JPS62129446U publication Critical patent/JPS62129446U/ja
Application granted granted Critical
Publication of JPH0521544Y2 publication Critical patent/JPH0521544Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 [考案の目的] 産業上の利用分野 本考案は、地山に打ち込まれたアンカーボルト
に鉄筋コンクリート製の大型プレートを一体的に
構築するためのベアリングプレート用仕組鉄筋に
関するものである。
[Detailed description of the invention] [Purpose of the invention] Industrial field of application The invention relates to a structural reinforcing bar for a bearing plate for integrally constructing a large plate made of reinforced concrete with an anchor bolt driven into the ground. It is.

従来の技術 従来、ベアリングプレートを構築するに際して
は、第7図Aに示すように地山10を切削した斜
面11に、第7図Bに示すようにドリル12で穴
をあけてアンカーボルト13を打込み、その後、
第7図Cに示すように該アンカーボルト13の露
出部に鋼板製、木製或いはプラスチツク製の型枠
14を取付けてコンクリートやモルタル等の流動
製硬化剤15を打設し、硬化後、脱型して第7図
Dのように大型プレート16を形成していた。
BACKGROUND ART Conventionally, when constructing a bearing plate, anchor bolts 13 are drilled in a slope 11 cut from a ground 10 as shown in FIG. 7A by drilling a hole with a drill 12 as shown in FIG. 7B. Enter, then
As shown in FIG. 7C, a formwork 14 made of steel plate, wood, or plastic is attached to the exposed part of the anchor bolt 13, and a hardening agent 15 made of fluid such as concrete or mortar is cast, and after hardening, the mold is removed. As a result, a large plate 16 was formed as shown in FIG. 7D.

考案が解決しようとする問題点 しかしながら、上記従来の施工によれば、鋼板
製などの大型で重く、取扱いが困難な型枠を使用
しているため、その搬入・移動やアンカーボルト
への取付作業が困難で時間がかかるだけでなく、
コンクリート打設・硬化後に脱型しなければなら
ず、施工作業が煩雑で工期が長くなる等の問題点
があつた。
Problems that the invention aims to solve However, according to the above conventional construction method, large, heavy, and difficult-to-handle formwork such as steel plate is used, so it is difficult to carry it in, move it, and attach it to anchor bolts. Not only is it difficult and time-consuming, but
The concrete had to be removed from the mold after it had been poured and hardened, making the construction work complicated and prolonging the construction period.

また、従来の木製型枠等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 formworks are difficult to reuse, and plastic formworks are 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.

本考案は、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、軽量
で取扱い易く、安価なベアリングプレート用仕組
鉄筋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 provide a structural reinforcing bar for a bearing plate that is lightweight, easy to handle, and inexpensive.

[考案の構成] 問題点を解決するための手段 本考案のベアリングプレート用仕組鉄筋は、鉄
筋を格子状に配筋して構成したプレート用補強筋
の一部の鉄筋の端部をほぼ直角に折り曲げて、該
プレート用補強筋の周囲に多数の折曲端部を形成
し、該プレート用補強筋の周囲にこれを取巻くよ
うに、細い鉄筋を網目状或いは柵状に組んで帯状
に構成した網状型枠を仕組みすると共に、上記プ
レート用補強筋の折曲端部の先端を上記網状型枠
の下端に揃え、これらの折曲端部を網状型枠の鉄
筋に針金等の緊結材により緊結して、プレート用
補強筋と網状型枠とを一体化して構成したことを
特徴とするものである。
[Structure of the invention] Means for solving the problem The structural reinforcing bars for a bearing plate of the present invention are constructed by arranging reinforcing bars in a lattice shape, and the ends of some of the reinforcing bars are made almost at right angles. A large number of bent ends are formed around the plate reinforcing bars by bending, and thin reinforcing bars are arranged in a mesh or fence shape to form a band around the plate reinforcing bars. Assemble the mesh formwork, align the tips of the bent ends of the reinforcing bars for the plate with the lower ends of the mesh formwork, and tie these bent ends to the reinforcing bars of the mesh formwork with a binding material such as wire. The present invention is characterized in that the plate reinforcing bars and the mesh formwork are integrated.

実施例 以下、本考案の一実施例について図面を参照し
ながら説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will now be described with reference to the drawings.

第1図において、1はベアリングプレート用仕
組鉄筋であつて、プレート用補強筋1aと網状型
枠1bから構成されている。
In FIG. 1, reference numeral 1 denotes a structural reinforcing bar for a bearing plate, which is composed of a plate reinforcing bar 1a and a mesh formwork 1b.

第1A図からも明らかなように、上記プレート
用補強筋1aは鉄筋を格子状に配筋して構成した
ものであつて、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。また、該プレート用補強筋1aの一
部の鉄筋の端部をほぼ直角に下方に折り曲げて該
プレート用補強筋1aの周囲に多数の折曲端部1
a′を形成する。
As is clear from Figure 1A, the plate reinforcing bars 1a are constructed by arranging reinforcing bars in a lattice pattern, and the thickness of the reinforcing bars and the spacing of the lattice are determined depending on the ground, soil quality, and plate. Set as appropriate depending on the received pressure, etc. Further, the ends of some of the reinforcing bars of the plate reinforcing bar 1a are bent downward at approximately right angles, and a large number of bent ends 1 are formed around the plate reinforcing bar 1a.
form a′.

一方、上記網状型枠1bは、前記プレート用補
強筋1a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されている。
On the other hand, the net-like formwork 1b is constructed in the form of a band as a whole by assembling reinforcing bars thinner than the plate reinforcing bars 1a into a fine mesh or fence shape.

ベアリングプレート用仕組鉄筋1の構成方法と
しては、第1A図に示すように、上記プレート用
補強筋1aの周囲にこれを取巻くように上記網状
型枠1bを仕組むと共に、第1B図に示すよう
に、該プレート用補強筋1aの折曲端部1a′を網
状型枠1bの鉄筋に針金2等の緊結材で緊結して
一体化する。
As shown in FIG. 1A, the structural reinforcing bars 1 for the bearing plate are constructed by constructing the mesh formwork 1b so as to surround the reinforcing bars 1a for the plate, and as shown in FIG. 1B. The bent ends 1a' of the reinforcing bars 1a for the plate are tied to the reinforcing bars of the mesh formwork 1b using a binding material such as wire 2 to integrate them.

尚、該プレート用補強筋1aの折曲端部1a′の
長さを網状型枠1bの高さの約1/2にしておけば、
第1B図から明らかなように折曲端部1a′の先端
を網状型枠1bの下端に揃えるだけで、プレート
用補強筋1aを網状型枠1bの高さのほぼ中間に
位置せしめて、一体化することが出来る。
Furthermore, if the length of the bent end 1a' of the plate reinforcement 1a is set to about half the height of the net formwork 1b,
As is clear from FIG. 1B, simply by aligning the tip of the bent end 1a' with the lower end of the mesh formwork 1b, the plate reinforcing bar 1a can be positioned approximately in the middle of the height of the mesh formwork 1b and integrated.

本実施例では、ベアリングプレート用仕組鉄筋
1を正方形状に構成したが、本考案はこれに限定
するものではなく、例えば第2図に示すように円
形状に構成してもよく、その他の矩形状や菱形状
等、いずれの形状であつてもよい。
In this embodiment, the structural reinforcing bar 1 for the bearing plate is constructed in a square shape, but the present invention is not limited to this. For example, it may be constructed in a circular shape as shown in FIG. It may be any shape, such as a diamond shape or a diamond shape.

また、該ベアリングプレート用仕組鉄筋1の中
央部には必要に応じて、アンカーボルト挿通用の
スリーブ1c(第1図参照)を取り付けてもよい。
Further, a sleeve 1c (see FIG. 1) for inserting an anchor bolt may be attached to the center of the structural reinforcing bar 1 for the bearing plate, if necessary.

次に、以上のように構成したベアリングプレー
ト用仕組鉄筋1を使用して、ベアリングプレート
を構築する方法について説明する。
Next, a method for constructing a bearing plate using the structural reinforcing bar 1 for a bearing plate constructed as described above will be described.

まず、第3図に示すように、地山3に切削した
斜面4にドリル5により穴をあけて、アンカーボ
ルト6を打込み、第4図に示すように上記ベアリ
ングプレート用仕組鉄筋1を固定する。
First, as shown in Fig. 3, a hole is made with a drill 5 in a slope 4 cut into the ground 3, and an anchor bolt 6 is driven into the hole, and the structural reinforcing bar 1 for the bearing plate is fixed as shown in Fig. 4. .

続いて、第5図に示すように、コンクリートま
たはモルタル等の流動性硬化材7を吹付ける。こ
の場合、流動性硬化材7は上記網状型枠1b内に
充填するだけでなく、第6図からも明らかなよう
に該網状型枠1bの外側面にも吹付けて、該網状
型枠1bを埋殺しにする。
Subsequently, as shown in FIG. 5, a fluid hardening material 7 such as concrete or mortar is sprayed. In this case, the fluid hardening material 7 is not only filled into the mesh formwork 1b, but also sprayed onto the outer surface of the mesh formwork 1b, as is clear from FIG. to bury.

尚、第6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の吹付け処理も同時に
行つてもよい。
Incidentally, as shown in FIG. 6, the flowable hardening material may be simultaneously sprayed over the entire surface of the slope other than the plate.

また、降雨により地山面の表土が流失したり、
凍土時に表土が凍つて崩壊する恐れがある場合に
は、斜面を切削したらその日のうちに上記ベアリ
ングプレート用仕組鉄筋1を斜面にセツトし、直
ちに流動性硬化材を充填・吹付けて大型プレート
を形成すると共に、その他の斜面にも硬化材を吹
付けて雨や霜の害から防止するようにし、その後
該大型プレートを貫通してアンカープレートを地
山内に打込み、ベアリングプレートを安定して定
着せしめることも可能である。
In addition, the topsoil on the mountain surface may be washed away due to rainfall,
If there is a risk that the topsoil will freeze and collapse during frozen ground, set the structural reinforcing bars 1 for the bearing plate on the slope on the same day after cutting the slope, and immediately fill and spray a fluid hardening material to form a large plate. At the same time, hardening material is sprayed on other slopes to prevent damage from rain and frost, and then an anchor plate is driven into the ground through the large plate to stably anchor the bearing plate. It is also possible.

[考案の効果] (1) 本考案のベアリングプレート用仕組鉄筋は、
鉄筋を格子状に配筋して構成したプレート用補
強筋の一部の鉄筋の端部をほぼ直角に折り曲げ
て、該プレート用補強筋の周囲に多数の折曲端
部を形成し、該プレート用補強筋の周囲にこれ
を取巻くように、細い鉄筋を網目状或いは柵状
に組んで帯状に構成した網状型枠を仕組みする
と共に、上記プレート用補強筋の折曲端部の先
端を上記網状型枠の下端に揃え、これらの折曲
端部を網状型枠の鉄筋に針金等の緊結材により
緊結して、プレート用補強筋と網状型枠とを一
体化して構成したので、現場において極めて簡
単かつ迅速に組み付けることができるだけでな
く、強固で軽量かつ安価なベアリングプレート
用仕組鉄筋を提供することができる。
[Effects of the invention] (1) The structural reinforcing bars for bearing plates of the invention are:
The ends of some of the reinforcing bars of the plate reinforcing bars, which are constructed by arranging reinforcing bars in a lattice pattern, are bent at almost right angles to form a large number of bent ends around the plate reinforcing bars. A net-like formwork is constructed by assembling thin reinforcing bars in a mesh or fence shape to surround the reinforcing bars for the plate, and the tip of the bent end of the reinforcing bar for the plate is attached to the mesh-like formwork. Aligned with the lower edge of the formwork, these bent ends were tied to the reinforcing bars of the mesh formwork with a binding material such as wire, and the reinforcing bars for the plate and the mesh formwork were integrated, making it extremely easy to use on site. It is possible to provide a structural reinforcing bar for a bearing plate that is not only easy and quick to assemble, but also strong, lightweight, and inexpensive.

(2) 針金等の緊結材によりプレート用補強筋の折
曲端部を網状型枠の鉄筋に緊結するようにした
ので、安価な材料により迅速かつ容易に緊結一
体化することができる。
(2) Since the bent ends of the plate reinforcing bars are fastened to the reinforcing bars of the mesh formwork using a fastening material such as wire, they can be fastened and integrated quickly and easily using inexpensive materials.

(3) プレート用補強筋の折曲端部の先端を網状型
枠の下端に揃えるだけで、網状型枠の高さに対
するプレート用補強筋の位置を確実かつ精度よ
く位置決めすることができる。
(3) By simply aligning the tip of the bent end of the plate reinforcing bar with the lower end of the mesh formwork, the position of the plate reinforcing bar relative to the height of the mesh formwork can be positioned reliably and accurately.

(4) 本考案のベアリングプレート用仕組鉄筋は、
地山の斜面、地山の掘削面や基礎工事の根掘り
掘削面等の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
合せる工事に使用することもできる。
(4) The structural reinforcing bar for bearing plates of this invention is
In addition to temporary work such as retaining ground slopes, excavated surfaces of the ground, and foundation work excavation surfaces, it can be used for slope construction in emergencies such as disaster recovery, and for construction combined with vegetation construction methods. You can also do that.

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

第1図は本考案のベアリングプレート用仕鉄筋
の一実施例を示す斜視図、第1A図はその分解斜
視図、第1B図は部分拡大断面図、第2図はベア
リングプレート用組鉄筋の別の実施例を示す斜視
図、第3図〜第5図は本考案のプレート用仕組鉄
筋を使用した施工法を順次説明する図、第6図は
ベアリングプレートの一部破断斜視図、第7図A
〜Dは従来の施工法を示す説明図である。 1……ベアリングプレート用仕組鉄筋、1a…
…プレート用補強筋、1a′……折曲端部、1b…
…網状型枠、1c……スリーブ、2……針金、3
……地山、4……斜面、5……ドリル、6……ア
ンカーボルト、7……流動性硬化材。
Fig. 1 is a perspective view showing one embodiment of reinforcing bars for bearing plates of the present invention, Fig. 1A is an exploded perspective view thereof, Fig. 1B is a partially enlarged cross-sectional view, and Fig. 2 is an illustration of an assembled reinforcing bar for bearing plates. FIGS. 3 to 5 are diagrams sequentially explaining the construction method using the structured reinforcing bars for plates of the present invention. FIG. 6 is a partially cutaway perspective view of a bearing plate. FIG. 7 A
~D are explanatory diagrams showing conventional construction methods. 1...Structured reinforcing bar for bearing plate, 1a...
...Plate reinforcement, 1a'...Bent end, 1b...
...Mesh formwork, 1c...Sleeve, 2...Wire, 3
... Earth, 4 ... Slope, 5 ... Drill, 6 ... Anchor bolt, 7 ... Fluid hardening material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鉄筋を格子状に配筋して構成したプレート用補
強筋の一部の鉄筋の端部をほぼ直角に折り曲げ
て、該プレート用補強筋の周囲に多数の折曲端部
を形成し、該プレート用補強筋の周囲にこれを取
巻くように、細い鉄筋を網目状或いは柵状に組ん
で帯状に構成した網状型枠を仕組みすると共に、
上記プレート用補強筋の折曲端部の先端を上記網
状型枠の下端に揃え、これらの折曲端部を網状型
枠の鉄筋に針金等の緊結材により緊結して、プレ
ート用補強筋と網状型枠とを一体化して構成した
ことを特徴とするベアリングプレート用仕組鉄
筋。
The ends of some of the reinforcing bars of the plate reinforcing bars, which are constructed by arranging reinforcing bars in a lattice pattern, are bent at almost right angles to form a large number of bent ends around the plate reinforcing bars. In addition to constructing a net-like formwork made of thin reinforcing bars arranged in a mesh or fence shape to surround the reinforcing bars,
Align the tips of the bent ends of the plate reinforcing bars with the lower ends of the mesh formwork, and tie these bent ends to the reinforcing bars of the mesh formwork with a binding material such as wire to form the plate reinforcing bars. A structural reinforcing bar for a bearing plate characterized by being constructed by integrating it with a mesh formwork.
JP1986014847U 1986-02-04 1986-02-04 Expired - Lifetime JPH0521544Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986014847U JPH0521544Y2 (en) 1986-02-04 1986-02-04

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986014847U JPH0521544Y2 (en) 1986-02-04 1986-02-04

Publications (2)

Publication Number Publication Date
JPS62129446U JPS62129446U (en) 1987-08-15
JPH0521544Y2 true JPH0521544Y2 (en) 1993-06-02

Family

ID=30805221

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986014847U Expired - Lifetime JPH0521544Y2 (en) 1986-02-04 1986-02-04

Country Status (1)

Country Link
JP (1) JPH0521544Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003090044A (en) * 2001-09-14 2003-03-28 Daikure Co Ltd Greening panel

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6296963B2 (en) * 2014-11-17 2018-03-20 公益財団法人鉄道総合技術研究所 Natural ground reinforcement method and structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5337447U (en) * 1976-09-06 1978-04-01
JPS5426801A (en) * 1977-08-01 1979-02-28 Nagayoshi Konno Device for protecting knife edges and brick parts in coke oven from damage
JPS60181421A (en) * 1984-02-24 1985-09-17 Tokyu Constr Co Ltd Casting-in-place method for slope protecting concrete block and forms therefor

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5337447U (en) * 1976-09-06 1978-04-01
JPS5426801A (en) * 1977-08-01 1979-02-28 Nagayoshi Konno Device for protecting knife edges and brick parts in coke oven from damage
JPS60181421A (en) * 1984-02-24 1985-09-17 Tokyu Constr Co Ltd Casting-in-place method for slope protecting concrete block and forms therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003090044A (en) * 2001-09-14 2003-03-28 Daikure Co Ltd Greening panel

Also Published As

Publication number Publication date
JPS62129446U (en) 1987-08-15

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