JPS5921820A - Bracing material for landslide protection wall - Google Patents
Bracing material for landslide protection wallInfo
- Publication number
- JPS5921820A JPS5921820A JP12903482A JP12903482A JPS5921820A JP S5921820 A JPS5921820 A JP S5921820A JP 12903482 A JP12903482 A JP 12903482A JP 12903482 A JP12903482 A JP 12903482A JP S5921820 A JPS5921820 A JP S5921820A
- Authority
- JP
- Japan
- Prior art keywords
- flint
- main
- attached
- central
- cut beam
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
Abstract
Description
【発明の詳細な説明】
本発明は鉄筋鉄骨建物の地下工作物を構築する場合など
に用いる山止め用火打ち材に関するものであって、特に
火打ち材における左右一対の主材を、中央部の切梁材に
対して拡開ならびに折畳みが可能なようにとシつけたこ
とを特徴とする火打ち材に係るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pile of flint used for constructing underground structures of reinforced steel buildings, and in particular, a pair of left and right main members of the flint are cut in the center. This relates to a flint material that is characterized by being made so that it can be expanded and folded with respect to the beam material.
周知のように山止め工事を行うに尚っては、根切シの規
模にもよるが、一般に周囲の地盤の崩壊を防ぐため矢板
を打込んでから、この矢板を復起し、切乗、火打ち等の
主要部材を用いて支持させている。本発明はこのような
山止め工事において不可欠とする火打ち材を新規な構造
としたものであって、特に現場での取付け、取外し並び
に現場への搬入、搬出に便利なように、火打ち材の全体
を折畳自在としたことを特徴とするものである。As is well known, when carrying out mountain retaining work, it generally depends on the scale of the root cutting, but in general, sheet piles are driven in to prevent the surrounding ground from collapsing, and then the sheet piles are erected and the cutting is carried out. It is supported using main members such as , flint. The present invention provides a new structure for flint, which is indispensable in such pile-stopping work. It is characterized by being foldable.
従来一般に汎用されている火打ち材は第1図に示すよう
に、敷地内に打込んだ矢板(11の内側に復起しく21
(21を配設してから、との復起しと直角に切梁(8
)を格子組みとした山止め架構において、復起しと切乗
との交点部分に補強の目的で平面三角形状に組付けられ
るもので、単材としての火打ち主材(4) (4)を同
じく単材としての受ピース(51(6)を介してボルト
ナツトを用いて締結すると共に、復起し(2)と切梁(
3)に対しても、それぞれの対応面をボルト縫いによっ
て架設していたものである。As shown in Figure 1, the commonly used flint materials are sheet piles (21
(After arranging 21, cut beam (8
) is assembled into a planar triangular shape at the intersection of the resting and cutting sections for the purpose of reinforcement in the latticework of the mountain-stopping frame. Similarly, it is fastened using bolts and nuts through the receiving piece (51 (6)), which is also a single member, and the restoring (2) and strut (
For 3), the corresponding surfaces were also constructed using bolt stitching.
このように従来型の火打ち材は、単材としての主材や受
ピースをその都度ボルト締めによシ組立て乍ら使用する
ものであったから、その取付けおよび取外しに癌っては
煩瑣な手間を要するばかシか、精度のよい連結を確保す
る意味でも問題があった。In this way, conventional flint wood requires the use of a single main material or support piece that must be bolted and assembled each time. There was also a problem in terms of ensuring accurate connections, as well as the stupidity required.
この点に鑑み最近においては実公昭54−25285号
公報にみられる如く、予め部品として組みあげた台形状
の火打ピース(7)をつくっておき、現場でその都度単
材を組立てることなしに、該ピースをそのま\火打ちを
必要とする個所にはめこんで固定する方式が提案されて
いる。(第2〜3図参照)。In view of this, recently, as seen in Japanese Utility Model Publication No. 54-25285, trapezoidal flint pieces (7) are made in advance as parts, without having to assemble single pieces each time on site. A method has been proposed in which the piece is inserted and fixed in place where flinting is required. (See Figures 2-3).
しかし乍らこの方式も次のような難点があって、解決策
が求められていた。すなわち同図に示すものは、火打ち
ピースそれ自体が完成品として台形状に溶接されている
ため、嵩高とならざるを得す、そのため実際問題として
は大きさにも制限が生じて、このような形態では、必ら
ずしも設計仕様に合致した火打ちピースを提供すること
ができなかった。すなわち火打ちピースを建築現場等へ
搬入するに当っては、トラック使用を余儀なくされるが
、その場合幅2.5m以内、高さ4m以内(トラックの
荷台高さを含む)という制限があるため、その範囲内に
納まる大きさの火打ちピースでないと事実上運搬しえな
いという欠点があった。そのため設計仕様においては、
例えば切梁スパンが6Mを越えるような個所に使用する
大形の火打ちピースは、事実上提供しえないといった実
情にある。However, this method also has the following drawbacks, and a solution has been sought. In other words, in the case shown in the figure, the flint piece itself is welded into a trapezoidal shape as a finished product, so it has to be bulky, and as a result, there is a practical limit to its size. However, it was not possible to provide flint pieces that necessarily met the design specifications. In other words, when transporting flint pieces to a construction site, etc., it is necessary to use a truck, but in that case there are restrictions that the width must be within 2.5m and the height must be within 4m (including the height of the truck bed). The drawback was that it could not be transported unless it was a flint piece of a size that fit within that range. Therefore, in the design specifications,
For example, it is virtually impossible to provide large flint pieces for use in areas where the strut span exceeds 6 meters.
本発明は上記のような難点を解決しうる新規な火打ち材
を提案せんとしたものであって、以下図面に基づいて具
体的に説明する。The present invention aims to propose a new flint material that can solve the above-mentioned difficulties, and will be specifically explained below based on the drawings.
第4図において符号(11は中心材、0υ(lυは中心
材tlGの左右両側に配設した切梁主材にして該主材の
自由端側には、符号0りで示す受ピースをと9つける。In Fig. 4, the reference numeral (11 is the center member, 0υ (lυ is the main member of the strut installed on both the left and right sides of the center member tlG, and the free end side of the main member is marked with a receiving piece indicated by the reference numeral 0 and 9). .
切梁主材Ql)の他端には廻動プラケッ)(131の一
辺を固着すると共に、このブラケットの他辺を支軸(1
4)を介して中心材四のほぼ中央部に装着する。One side of the rotating bracket (131) is fixed to the other end of the main strut member (Ql), and the other side of this bracket is attached to the support shaft (131).
4), and is attached to the approximately central portion of the core material 4 through the holder 4).
一方このブラケットの前方において、中心材α値の左右
両側に火打ち主材の受金(1510Sを固定的にとりつ
け、火打ち主材が拡開した際、該主材aυの当接面(l
la)が受金(151の端面部(15a)に突合せられ
るようになす。ちなみに前記の廻動ブラケットa階は第
5図に示すように、支軸a荀およびリベツ) (IIを
介して中心材Qlと火打ち主材αDとを廻動自在に連結
する部材で、この部材は同図に実線および鎖線で示すよ
うに、主材QIQυの両面にとシつけてもよいが、片面
だけでもよい。なお符号(17)は火打ち主材(11)
の長さを調節するための補助ピースであるが、このもの
は必らずしも付設する必要はない。On the other hand, in front of this bracket, the flint main material receivers (1510S) are fixedly attached on both the left and right sides of the center material α value, and when the flint main material is expanded, the contact surface (l
1a) is butted against the end face (15a) of the holder (151).Incidentally, as shown in FIG. A member that rotatably connects the material Ql and the main material αD of flint, and this member may be attached to both sides of the main material QIQυ, as shown by the solid line and chain line in the same figure, but it may also be attached to only one side. .The code (17) is the main material of flint (11)
This is an auxiliary piece for adjusting the length of the , but it does not necessarily need to be attached.
第4〜5図に示す実施例は火打ち主材の腹起しに対する
取付角度が60°の場合であるが、この角度にも何ら制
限はなく、第6図に示すように45゜の取付角としても
差支えない。第6図の実施例は、火打ち主材の取付角が
45°である点ならびに中心材a〔の端面と腹起し材(
2)との間に、キリンジヤツキ(8)が配設されている
点を除いては、その構成において第4〜5図に示す実施
例と変9がないので、同一符号を用いた。In the embodiment shown in Figures 4 and 5, the installation angle of the flint main material with respect to the upright is 60 degrees, but there is no restriction on this angle, and as shown in Figure 6, the installation angle is 45 degrees. There is no problem with that. In the embodiment shown in Fig. 6, the installation angle of the flint main material is 45°, and the end face of the center material a and the raised material (
The same reference numerals are used because there is no difference 9 in the configuration from the embodiment shown in FIGS. 4 and 5, except that a Kirin jack (8) is disposed between it and 2).
本発明の山止め用火打ち材は、上記のような構成を有し
、運用に当っては次のようになす。すなわち本発明の火
打ち材を現場に搬入するに当っては、第6図の鎖線で示
すように、廻動ブラケットQlにおける支軸Q4を支点
として火打ち主材(11)を中心材Qlに添わせるよう
に廻動させ、それによって全体の嵩を小さくなして、ト
ラックまたは貨車等に積載する。この場合中心材−と火
打ち主材Oυは図示のように、互いに平行に折畳まれる
ので、単なる長尺部材に近くなシ、その結果荷積みに当
っての積載効率が高まる。このようにして現場に搬入さ
れた火打ち材は、第4図および第6図に示す1ように、
支軸Iを支点として主材部分Ql)αυを中心材OIよ
り引離すように廻動させて拡開した後、それぞれの端面
をボルトナツトで締結する(符号端診照)。このように
すれば極めて簡単に火打ち材の取付けを行なうことがで
きる。なお中心材(10a)に対しては、第6図に明示
したように、切梁(3)を接続するもので、接続に肯っ
ては前記と同様にボルトナツトHを用いる。一旦取付け
られた本発明の火打ち材を取外す場合には前記とは逆に
操作した後、小さく折畳んで搬出すればよいから、この
種火打ち材としての有用性が高い。The flint material for securing piles of the present invention has the above-described configuration, and is operated as follows. That is, when transporting the flint material of the present invention to the site, as shown by the chain line in FIG. This reduces the overall volume and loads it onto a truck or freight car. In this case, the core material and the flint main material Oυ are folded parallel to each other as shown in the figure, so they are almost like simple elongated members, and as a result, the loading efficiency is increased. The flint materials brought to the site in this way are shown in Figure 4 and Figure 6.
After rotating and expanding the main material portion Ql)αυ with the support shaft I as a fulcrum so as to separate it from the center material OI, the respective end faces are fastened with bolts and nuts (end inspection). In this way, the flint can be installed extremely easily. As shown in FIG. 6, the center member (10a) is connected to the strut (3) using bolts and nuts H in the same manner as described above. In order to remove the flint material of the present invention once installed, it is only necessary to operate in the reverse order as described above, fold it into a small size and carry it out, so it is highly useful as this kind of flint material.
特に本発明にあっては、火打ち材としての取付時の寸法
を大きくとることができ、その結果切梁スパンを拡げる
ことが可能となる。従来型のように取付けおよび取外し
は簡単であっても、搬送時の制約から火打ちピースを小
型化せざるをえなかったため火打ち材としての本来の機
能でおる切梁スパン乃至は曲げスパンを大きくなし、し
かも充分な支点効果を発揮させることができるとbう点
で、画期的な効果を有する。In particular, according to the present invention, the dimensions when installed as flint can be increased, and as a result, the strut span can be increased. Although it is easy to install and remove like the conventional type, the flint piece had to be made smaller due to transportation constraints, so the span or bending span, which is the original function of flint, was increased. Moreover, it has an epoch-making effect in that it can exert a sufficient fulcrum effect.
第1〜3図は従来型の山止め用火打ち材を説明するため
の斜視図、第4図は本発明の火打ち材を示す平面図、第
5図は第4図のV−VSにおける拡大断面図、第6図は
本発明における他の実施例゛を示す平面図である。
aI:中心材 αυ;火打ち主材04:受ピ
ース (Ial:廻動ブラケット041:支軸
Q場:受金αQ:リベット
a7):補助ピースaI:ボルトナット
丸藤シートパイル株式会社
代理人 芦 FB 直 衛
第2図
第3図
第5図
第4図Figures 1 to 3 are perspective views for explaining the conventional type of flint for securing piles, Figure 4 is a plan view showing the flint of the present invention, and Figure 5 is an enlarged cross section taken along V-VS in Figure 4. FIG. 6 is a plan view showing another embodiment of the present invention. aI: Center material αυ; Flint main material 04: Support piece (Ial: Rotating bracket 041: Support shaft Q field: Support metal αQ: Rivet
a7): Auxiliary piece aI: Bolt Nut Marufuji Sheet Pile Co., Ltd. Agent Ashi FB Naoe Figure 2 Figure 3 Figure 5 Figure 4
Claims (1)
火打ち主材を廻動自在に枢着すると共に、前記枢着点の
近傍における中心材の両側面に、火打ち主材の端面に当
接する受金をとシつけたことを特徴とする山止め用火打
ち材。 (2)火打ち主材の一端面に、復起しに接する受ピース
をとシつけて成る特許請求の範囲第1項記載の山止め用
火打ち材。[Scope of Claims] +1) A flint main material is rotatably pivotally attached to the left and right sides of the center material via rotating brackets, and the flint main material is rotatably mounted on both sides of the center material in the vicinity of the pivot points. A piece of flint material for securing a pile, characterized by having a receiver attached to the end face of the piece. (2) The flint material for locking a pile as set forth in claim 1, which comprises a receiving piece that is in contact with the raised flint and is attached to one end surface of the flint main material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12903482A JPS5921820A (en) | 1982-07-26 | 1982-07-26 | Bracing material for landslide protection wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12903482A JPS5921820A (en) | 1982-07-26 | 1982-07-26 | Bracing material for landslide protection wall |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5921820A true JPS5921820A (en) | 1984-02-03 |
Family
ID=14999470
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12903482A Pending JPS5921820A (en) | 1982-07-26 | 1982-07-26 | Bracing material for landslide protection wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5921820A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6322923A (en) * | 1986-01-31 | 1988-01-30 | Marufuji Shiitopairu Kk | Assembling type integrated corner bracing unit |
KR100633796B1 (en) | 2005-11-16 | 2006-10-16 | (주)써포텍 | Connecting structure of mid supporting beam for temporary soil sheathing work |
KR100794677B1 (en) | 2007-08-07 | 2008-01-11 | (주)영신디엔씨 | The underground soil retaining wall structure for large-scale activity space securement and this construction technique |
CN105887892A (en) * | 2016-05-05 | 2016-08-24 | 中铁第四勘察设计院集团有限公司 | Steel pipe support structure for foundation pit construction |
JP2017057653A (en) * | 2015-09-17 | 2017-03-23 | ジェコス株式会社 | Wale |
-
1982
- 1982-07-26 JP JP12903482A patent/JPS5921820A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6322923A (en) * | 1986-01-31 | 1988-01-30 | Marufuji Shiitopairu Kk | Assembling type integrated corner bracing unit |
KR100633796B1 (en) | 2005-11-16 | 2006-10-16 | (주)써포텍 | Connecting structure of mid supporting beam for temporary soil sheathing work |
KR100794677B1 (en) | 2007-08-07 | 2008-01-11 | (주)영신디엔씨 | The underground soil retaining wall structure for large-scale activity space securement and this construction technique |
JP2017057653A (en) * | 2015-09-17 | 2017-03-23 | ジェコス株式会社 | Wale |
CN105887892A (en) * | 2016-05-05 | 2016-08-24 | 中铁第四勘察设计院集团有限公司 | Steel pipe support structure for foundation pit construction |
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