JPS5931316A - Brace material for landslide protection wall - Google Patents

Brace material for landslide protection wall

Info

Publication number
JPS5931316A
JPS5931316A JP13981382A JP13981382A JPS5931316A JP S5931316 A JPS5931316 A JP S5931316A JP 13981382 A JP13981382 A JP 13981382A JP 13981382 A JP13981382 A JP 13981382A JP S5931316 A JPS5931316 A JP S5931316A
Authority
JP
Japan
Prior art keywords
piece
flint
outside
brace
pieces
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
JP13981382A
Other languages
Japanese (ja)
Other versions
JPH023856B2 (en
Inventor
Kunio Ishizuka
石塚 邦夫
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.)
MARUFUJI SHIITOPAIRU KK
Original Assignee
MARUFUJI SHIITOPAIRU 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 MARUFUJI SHIITOPAIRU KK filed Critical MARUFUJI SHIITOPAIRU KK
Priority to JP13981382A priority Critical patent/JPS5931316A/en
Publication of JPS5931316A publication Critical patent/JPS5931316A/en
Publication of JPH023856B2 publication Critical patent/JPH023856B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To enable inside and outside pieces to be freely connected or separated for reducing the number of connecting processes by a method in which the inside piece is made up of a central material and branch materials for brace and also the outside piece is made up of middle receiving materials, brace receiving materials, connecting plates, and connecting plates for waling. CONSTITUTION:An inside piece A is made up of a central material 10a and branch materials 11a for brace provided on both left and right sides of the material 10a. An outside piece B is made up of middle receiving materials 10b, brace receiving materials 11b positioned on both sides of the mateials 10b, a connecting plate 12 connecting the receiving materials, and a connecting plate 13 for waling. The outside piece B is lifted up through a hanging metal 17 by means of a crane, etc., contacted with the inside of the waling 2, and clamped with a bolt. The inside piece A is contacted with the outside of the connecting plate 12 and clamped with the bolt through end plates 18 and 19. Accordingly, the outside and inside pieces B and A are integrally combined with each other and therefore, a brace material is completed.

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し、特に現場での組立作
業を簡易化すると同時に、搬送時の便益をはかるため、
予め全体をツーピースで構成させて、いわゆるプレハブ
化を図った火打ち材に係るものである。
[Detailed Description of the Invention] The present invention relates to flint material for securing piles used when constructing underground structures of reinforced steel buildings, and in particular, to simplify assembly work on site and at the same time to provide convenience during transportation. ,
This relates to a so-called prefabricated flint material, which is constructed entirely in two pieces.

周知のように山止め工事を行うに当っては、根切りの規
模にもよるが、一般に周囲の地盤の崩懐を防ぐため、火
打ち材を用いることが多い。火打ち材を使用すれば、そ
れによって切梁スパン乃至は曲げスパンを広くとること
ができるので、有用性が増す。このことは、火打ち材の
寸法を大きくすれはする程顕著にその効果が現れるが、
火打ち材を大型化すると後記のようにそれを現場に搬入
し、もしくけ搬出することができないという現状にある
As is well known, when carrying out mountain protection work, flint is generally used to prevent the surrounding ground from collapsing, although it depends on the scale of the root cutting. The use of flint increases its usefulness as it allows for a wider strut span or bending span. This effect becomes more noticeable as the size of the flint increases, but
When flint materials are made larger, the current situation is that it is impossible to transport them to the site and then transport them once they are assembled, as described below.

以下この点について詳説する。This point will be explained in detail below.

従来一般に汎用されている火打ち利は第1図に示すよう
に、敷地内に打込んだ矢板(1)の内側に腹起しく2+
 (21を配設してから、この腹起しと直角に切梁(3
)を格子組みとした山止め架構において、腹起しと切梁
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(41(4’l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、腹起しく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 Fig. 1, the commonly used fire pit is a 2+
(After arranging 21, cut beam (3
) is assembled into a triangular planar shape at the intersection of the upright and the strut for the purpose of reinforcement in a latticework mountain-stop frame (41 (4'l) Similarly, the receiving piece (51 (6)) as a single member is fastened using bolts and nuts, and the support piece (2) and the strut (
For 3), each corresponding surface was 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り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当っては
煩瑣な手間f:要するはかりか、精度のよい連結を確保
する意味でも問題があった。この点に鑑み最近において
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
ピースをそのまま火打ちを必要とする個n「にけめこん
で固定する方式が提案されている(第2〜3 置きH(
イ ン 。
In this way, conventional flint materials are used by assembling the main material and support piece as single materials by tightening bolts each time, so installation and removal requires a lot of time and effort. Also, there was a problem in ensuring accurate connection. In view of this point, recently, as seen in Japanese Utility Model Publication No. 54-25285, trapezoidal flint pieces (7) are assembled in advance as parts, and it is possible to make the corresponding parts without assembling single pieces each time on site. A method has been proposed in which pieces need to be flinted as they are.
in .

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け、火打ちピ
ースそれ自体が完城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、それ故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。
However, this method also has the following drawbacks, and a solution has been sought. In other words, the Monoke shown in the same figure is a complete piece and is welded into a trapezoidal shape, so it has to be bulky, so in practice there is a limit to its size. However, it was not always possible to provide flint pieces that met the design specifications.

現状全みてもMIJ記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
は切梁スパンが6mを越えるような個所に使用する大形
の火打ちピースけ、事実上提供しえないといった実情l
こある。
Looking at the current situation, trucks must be used to transport MIJ-recorded flint pieces to construction sites, etc., but in that case, the width must be within 2.5m and the height must be within 4m (including the height of the truck bed). Due to the limitations, there was a drawback that it was practically impossible to transport unless the flint pieces were of a size that fit within the limits. Therefore, in the design specifications, for example, it is practically impossible to provide large flint pieces used in places where the span of the strut exceeds 6 m.
There it is.

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
を提供せんとしたものであって、比較的大規模な山止め
工事において不可欠とする火打ち材を新規な構造となし
、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利の全体を接離可能な2個の
ピースに分断したことを特徴とするものである。
The present invention aims to provide a new flint material that can solve the above-mentioned difficulties, and has a new structure for flint material, which is indispensable in relatively large-scale mountain protection work, and is especially suitable for use on site. installation, removal, and delivery to the site,
It is characterized by the fact that the entire flint is divided into two pieces that can be moved in and out for convenient transportation.

以下本発明を図示の実施例について具体的に説明すると
、第4図において符号AVi本発明の火打ち打音構成す
る内側ピースにして、符号Bけ外側ピースを示す。しか
して内側ピースAは中心材(10a)とその左右両側に
配設した火打用枝材(lla)(lla)とから成り、
一方外側ビースBは前記中心材(10a)に対応する中
受材(10b)と、その左右両翼に位置する火打ち材(
llb) (llb)と、更Cζこれら受材を相互に連
接する連係板Q21ならびに腹起し用連係板(13)か
ら成り、前記中心材、枝材および受材の各部はこれをす
べてH形鋼で形成させるのを可とする。
The present invention will now be described in detail with reference to the illustrated embodiments. In FIG. 4, reference numeral AVi represents the inner piece constituting the flint sound of the present invention, and reference numeral B represents the outer piece. Therefore, the inner piece A consists of a central material (10a) and flint branches (lla) arranged on both the left and right sides of the central material (10a),
On the other hand, the outer bead B has a middle support material (10b) corresponding to the center material (10a), and flint materials (
llb) (llb), a connecting plate Q21 that connects these receiving materials to each other, and a connecting plate for raising the belly (13), and each part of the central material, branch material, and receiving material is all H-shaped. It is allowed to be made of steel.

なお符号u4j (15)で示す部材は補強板であり、
一方符号(16)で示すものけ腰摺は金具、同0ηは吊
金具で1ある(第6〜8図参照)。また前記火打用枝材
および中心材の各端面には、それぞれ端面板0槌および
(11がとりつけられている。
Note that the member indicated by the symbol u4j (15) is a reinforcing plate,
On the other hand, the Monoke Koshizuri indicated by the reference numeral (16) is a metal fitting, and 0η is a hanging metal fitting 1 (see Figs. 6 to 8). Further, end plates 0 and 11 are attached to each end surface of the flint branch material and center material, respectively.

本発明の火打ち材は、上記のような構成を有し、使用に
当っては次のように連用する。第4図に示すように、吊
金具(17)を介して外側ピースBをクレーン等で吊上
げてこれを腹起(2)の内側に当接させた後、これを腹
起に対しボルトナツトで締結する。
The flint material of the present invention has the above-described structure, and is used in the following manner. As shown in Fig. 4, the outer piece B is hoisted by a crane or the like via the hanging fitting (17), brought into contact with the inside of the vent (2), and then fastened to the vent with bolts and nuts. do.

次いで外側ピースBにおける連係板02)の外側に、図
示の如く内側ピースAをあてがい、その両者を、端面板
0榎(11に予め穿設したボルト孔(2■を介してボル
トナツトで緊締する。このようにすると、前記外側ピー
スと内側ピースは一体に連結されて1個の完成した火打
ち材となり、このものに、切梁(3)を図示のように止
着すれは、それによって山止め架構lζζ釘打が架設さ
れたことになる。このように、本発明によれは従来のよ
うに単材としての火打ち部材にその都度・受ピース等を
とりつけて完成させる手間が省け、単に外側ピースと内
側ピースに分かれた2部材全連接するだけでよいから、
従来方式に比し格段に組立工数が低減される。その上2
部材であることによって各ピースは比較的小型に形成さ
れ、その結果分断した状態であればトラック輸送に際し
ても高さ制限等に制約されずに運搬しうる利点がある。
Next, the inner piece A is placed on the outside of the connecting plate 02 of the outer piece B as shown in the figure, and both are tightened with bolts and nuts through the bolt holes (2) previously drilled in the end plate 02 (11). In this way, the outer piece and the inner piece are connected together to form one completed piece of flint, to which the strut (3) can be fastened as shown. This means that the lζζ nails have been installed.As described above, according to the present invention, it is possible to save the effort of attaching a receiving piece etc. to a single piece of flint each time and completing the construction as in the conventional method, and it is possible to simply install the outside piece. All you need to do is connect all the two parts that are separated into inner pieces.
Assembly man-hours are significantly reduced compared to conventional methods. On top of that 2
Since each piece is a member, it is relatively small, and as a result, it has the advantage that it can be transported by truck without being restricted by height restrictions etc. if it is in a divided state.

しかして第9A図乃至第9C図に示すように、内側ピー
スAけすべてに共通した寸法となし、一方外側ビースの
みを符号B1〜B3で示す如く順次大型化させることも
可能であるから、この場合には内側ピースAの規格化全
達成しうるから、一層有利となる。しかし本発明は、内
側ピースAの規格化を要件とするものではなく、あくま
でも完成品としての火打ち材を内外側ピースで接離自在
に構成させたことを特徴とするものである。
However, as shown in FIGS. 9A to 9C, it is also possible to make all the inner pieces A have the same dimensions, while only the outer beads are made larger sequentially as shown by symbols B1 to B3. In this case, the inner piece A can be fully standardized, which is even more advantageous. However, the present invention does not require the standardization of the inner piece A, but is characterized by the fact that the flint material as a finished product is made of inner and outer pieces that can be freely moved toward and away from each other.

なお、本発明において一旦取りつけた火打ち材を取外す
場合には取付時と逆に操作すればよい。
In addition, in the present invention, when removing the flint material once installed, the operation may be performed in the reverse direction of the installation process.

以上詳細に説明したように本発明の火打ち材は全体を内
外側ピースで構成させたから、切梁スパンのPH11仕
様に応じた任意の寸法の火打ち材をプレハブ化した状態
で現場の必要lこ応じて自由に供給しうると共にその搬
入、搬用に当っても大きさによる制限をうけることがな
い点で実用上多大の効果を発揮する。
As explained in detail above, since the flint of the present invention is entirely composed of inner and outer pieces, flint of any size according to the PH11 specification of the strut span can be prefabricated to meet the needs of the site. It has a great practical effect in that it can be supplied freely and there are no restrictions on size when transporting it.

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

第1〜3図は従来型の山止め用火打材を説明するための
斜視図、第4図は本発明の火打材の平面図、第5図は本
発明の火打材の組立完成図、第6図は腰掛は金具の平面
図、第7図は吊金具の断面図、第8図は同正面図、第9
A〜90図は本発明における別の実施態様を組付状態で
示す平面図である。 (10a)(10b) :中心材   (lla)Ql
b) :火打用枝材a2):連係板      (13
1?腹起し用連係板aル0■:補強板     a6)
:腰掛は金具Q7) : 吊金具a8)(11: l 
17+1丸藤シートパイル株式会社 代理人  芦 1)直 衛 79 第2図 第4図
Figures 1 to 3 are perspective views for explaining conventional flints for securing piles, Figure 4 is a plan view of the flint of the present invention, and Figure 5 is an assembled completed view of the flint of the present invention. Figure 6 is a plan view of the metal fittings for the seat, Figure 7 is a sectional view of the hanging metal fittings, Figure 8 is a front view of the same, and Figure 9 is a plan view of the metal fittings for the seat.
Figures A to 90 are plan views showing another embodiment of the present invention in an assembled state. (10a) (10b): Core material (lla) Ql
b): Branch material for flint a2): Linking board (13
1? Connecting plate for raising the stomach a 0■: Reinforcement plate a6)
: The seat is a metal fitting Q7) : Hanging metal fitting a8) (11: l
17+1 Marufuji Sheet Pile Co., Ltd. Agent Ashi 1) Naoe 79 Figure 2 Figure 4

Claims (2)

【特許請求の範囲】[Claims] (1)中心材とその両側にとりつけた火打用枝材とで内
側ピースを構成させると共に、前記中心材に対応する中
受材とその両翼に位置する火打ち受材とを連係板ならび
に腹起し用連係板で連接して成る外側ピースを前記内側
ピースに対して接離自在に連結しうるようにしたことを
特徴とする山止め用火打ち材。
(1) The inner piece is composed of the center material and the flint branches attached to both sides of the center material, and the intermediate support material corresponding to the center material and the flint support materials located on both wings of the center material are connected to the connecting plate and the flint support material. 1. A flint material for securing piles, characterized in that an outer piece connected by a connecting plate can be connected to the inner piece so as to be able to come into contact with and be separated from the inner piece.
(2)  内側ピースの寸法゛を一定とし、外側ピース
のみの寸法を違えて、これら外側ピースと前記内側ピー
スとを接離自在にして成る特許請求の範囲第1項記載の
山止め用火打ち相。
(2) The flint phase for locking a pile according to claim 1, wherein the dimensions of the inner piece are constant, and the dimensions of only the outer piece are different, so that these outer pieces and the inner piece can be freely brought into contact with and separated from each other. .
JP13981382A 1982-08-13 1982-08-13 Brace material for landslide protection wall Granted JPS5931316A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13981382A JPS5931316A (en) 1982-08-13 1982-08-13 Brace material for landslide protection wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13981382A JPS5931316A (en) 1982-08-13 1982-08-13 Brace material for landslide protection wall

Publications (2)

Publication Number Publication Date
JPS5931316A true JPS5931316A (en) 1984-02-20
JPH023856B2 JPH023856B2 (en) 1990-01-25

Family

ID=15254042

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13981382A Granted JPS5931316A (en) 1982-08-13 1982-08-13 Brace material for landslide protection wall

Country Status (1)

Country Link
JP (1) JPS5931316A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62120533U (en) * 1986-01-23 1987-07-31
JPS62129445U (en) * 1986-02-06 1987-08-15
JPS6322923A (en) * 1986-01-31 1988-01-30 Marufuji Shiitopairu Kk Assembling type integrated corner bracing unit
JPH02289721A (en) * 1989-04-28 1990-11-29 Marufuji Shiitopairu Kk Detachable large bracing block
JPH0468116A (en) * 1990-07-07 1992-03-03 Hirose & Co Ltd Angle brace block for landslide protecting timbering
KR100633796B1 (en) 2005-11-16 2006-10-16 (주)써포텍 Connecting structure of mid supporting beam for temporary soil sheathing work
US20190153693A1 (en) * 2017-11-22 2019-05-23 Dongtong Geotechnical Science and Technology Inc. Structural steel inner support system in foundation pit

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62120533U (en) * 1986-01-23 1987-07-31
JPH0533562Y2 (en) * 1986-01-23 1993-08-26
JPS6322923A (en) * 1986-01-31 1988-01-30 Marufuji Shiitopairu Kk Assembling type integrated corner bracing unit
JPS62129445U (en) * 1986-02-06 1987-08-15
JPH02289721A (en) * 1989-04-28 1990-11-29 Marufuji Shiitopairu Kk Detachable large bracing block
JPH0468116A (en) * 1990-07-07 1992-03-03 Hirose & Co Ltd Angle brace block for landslide protecting timbering
KR100633796B1 (en) 2005-11-16 2006-10-16 (주)써포텍 Connecting structure of mid supporting beam for temporary soil sheathing work
US20190153693A1 (en) * 2017-11-22 2019-05-23 Dongtong Geotechnical Science and Technology Inc. Structural steel inner support system in foundation pit
US10711423B2 (en) * 2017-11-22 2020-07-14 Dongtong Geotechnical Science and Technology Inc. Structural steel inner support system in foundation pit

Also Published As

Publication number Publication date
JPH023856B2 (en) 1990-01-25

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