JPH023856B2 - - Google Patents
Info
- Publication number
- JPH023856B2 JPH023856B2 JP13981382A JP13981382A JPH023856B2 JP H023856 B2 JPH023856 B2 JP H023856B2 JP 13981382 A JP13981382 A JP 13981382A JP 13981382 A JP13981382 A JP 13981382A JP H023856 B2 JPH023856 B2 JP H023856B2
- Authority
- JP
- Japan
- Prior art keywords
- flint
- piece
- inner piece
- pieces
- present
- 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
Links
- 239000000463 material Substances 0.000 claims description 29
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 235000014025 Eugenia carissoides Nutrition 0.000 description 1
- 244000272647 Eugenia carissoides Species 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
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)
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
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つた火打ち材
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, which is constructed entirely in two pieces.
周知のように山止め工事を行うに当つては、根
切りの規模にもよるが、一般に周囲の地盤の崩壊
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、それによつて切梁スパン乃至
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
すれば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、もしくは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 pronounced as the size of the flint increases, but the current situation is that as the flint increases in size, it cannot be transported to or from the site as described later.
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材は第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2,2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4,4を同じく単材としての受ピース5,6
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
ボルト縫いによつて架設していたものである。 As shown in Fig. 1, the commonly used flint timbers are constructed by placing uprights 2, 2 on the inside of a sheet pile 1 that has been driven into the site, and then cutting beams at right angles to the uprights. 3 is a latticework mountain stopper frame, which is assembled in a planar triangular shape for the purpose of reinforcement at the intersection of the upright and the strut, and the main wood material 4, which is a single material, is also made from a single material. Uke pieces 5 and 6 as
Fasten using bolts and nuts through
The corresponding surfaces of the sills 2 and struts 3 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り組立
て乍ら使用するものであつたから、その取付けお
よび取外しに当つては煩瑣な手間を要するばかり
か、精度のよい連結を確保する意味でも問題があ
つた。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をつくつておき、
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 this way, conventional flint materials are used by assembling the main material and supporting pieces each time by tightening bolts, which not only requires a lot of time and effort to install and remove. However, there were also problems in ensuring accurate connections. In view of this point, recently Jikoko 54-
As seen in Publication No. 25285, a trapezoidal flint piece 7 is assembled in advance as a part, and
A method has been proposed in which the piece is directly fitted and fixed in the area where flinting is required, without assembling the pieces each time on site (see Figures 2 and 3).
しかし乍らこの方式も次のような難点があつて
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、崇高とならざるを得
ず、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つ
た。現状をみても前記火打ちピースを建築現場等
へ搬入するに当つては、トラツク使用を余儀なく
されるが、その場合幅2.5m以内、高さ4m以内
(トラツ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つ
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つた実
情にある。 However, this method also has the following drawbacks, and a solution has been sought. In other words, the piece shown in the same figure has no choice but to be sublime because the flint piece itself is welded into a trapezoidal shape as a completed product, and as a practical matter, there is a limit to the size as well. However, it was not always possible to provide flint pieces that met the design specifications. Looking at the current situation, it is necessary to use a truck to transport the above-mentioned flint pieces to a construction site, etc., but in that case, there are restrictions of a width of 2.5 m or less and a height of 4 m (including the height of the truck bed). Because of this, there was a drawback that it was practically impossible to transport unless the flint pieces were sized to fit within that range. Therefore, in terms of design specifications, it is virtually impossible to provide large flint pieces for use in locations where the strut span exceeds 6 m, for example.
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つて、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
火打ち材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 pile-damping construction work, and is particularly suitable for use on site. The lumber is characterized in that the entire flint material is divided into two pieces that can be moved in and out for convenient installation and removal as well as transportation to and from the site.
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Aは本発明の火打
ち材を構成する内側ピースにして、符号Bは外側
ピースを示す。しかして内側ピースAは中心材1
0aとその左右両側に配設した火打用枝材11
a,11aとから成り、一方外側ピース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11b,11bと、更
にこれら受材を相互に連接する連係板12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 A indicates an inner piece constituting the flint material of the present invention, and reference numeral B indicates an outer piece. However, the inner piece A is the center material 1
0a and flint branches 11 placed on both its left and right sides
a, 11a, while the outer piece B consists of a middle support material 10b corresponding to the central material 10a, flint materials 11b, 11b located on both the left and right wings of the center material 10a, and a connecting plate 12 that connects these support materials to each other. and a connecting plate 13 for raising the top, and each part of the central member, branch members, and receiving member may be all made of H-beam steel.
なお符号14,15で示す部材は補強板であ
り、一方符号16で示すものは腰掛け金具、同1
7は吊金具である(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18および19がとりつけられている。 In addition, the members indicated by reference numerals 14 and 15 are reinforcing plates, while the member indicated by reference numeral 16 is a seat fitting.
7 is a hanging metal fitting (see Figs. 6 to 8). Further, end plates 18 and 19 are attached to each end face 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、使用に当つては次のように運用する。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。次いで外側ピースBにおける連係板12
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18,19に予め穿設したボ
ルト孔20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
ば、それによつて山止め架構に火打ちが架設され
たことになる。このように、本発明によれば従来
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部材を連接
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
つ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ツ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。 The flint material of the present invention has the above-mentioned configuration, and is operated as follows when used. As shown in FIG. 4, the outer piece B is
is hoisted by a crane or the like and brought into contact with the inside of the vent 2, and then fastened to the vent with bolts and nuts. Next, the connecting plate 12 in the outer piece B
Place the inner piece A on the outside of the
Both are tightened with bolts and nuts through bolt holes 20 previously drilled in the end plates 18 and 19. In this way, the outer piece and the inner piece are connected together to form one completed flint piece, and when the strut 3 is fixed to this piece as shown, it becomes a mountain stop frame. This means that a fire pit has been erected. 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 to complete the work as in the past, and it is possible to simply connect two members separated into an outer piece and an inner piece. As a result, the number of assembly steps is significantly reduced compared to the conventional method. Furthermore, since it is made of two members, each piece is formed relatively small, and as a result, there is an advantage that it can be transported by truck without being restricted by height restrictions etc. if it is in a separated 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はすべてに共通した寸法となし、一
方外側ピースのみを符号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の規格化を達成しうるから、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両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 the inner piece A have the same size for all pieces, and to gradually increase the size of only the outer pieces as shown by the symbols B 1 to B 3. In this case, standardization of the inner piece A can be achieved. This makes it even more advantageous. However, the present invention does not require the standardization of the inner piece A, but is characterized in that both the inner and outer pieces are constructed of flint as a finished product so that they 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、全体を内外両ピースで構成させたから、切梁
スパンの設計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に応じて自由
に供給しうると共にその搬入、搬出に当つても大
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 material of the present invention is constructed entirely of both the inner and outer pieces, the flint material can be prefabricated to any size according to the design specifications of the strut span, and can be adapted to suit the needs of the site. It has a great practical effect in that it can be supplied freely and there are no restrictions on its size when carrying it in or out.
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
図は腰掛け金具の平面図、第7図は吊金具の断面
図、第8図は同正面図、第9A〜9C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、11a,11b:火
打用枝材、12:連係板、13:腹起し用連係
板、14,15:補強板、16:腰掛け金具、1
7:吊金具、18,19:端面板。
Figures 1 to 3 are perspective views for explaining the conventional type of flint 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. 6
7 is a sectional view of the hanging fitting, FIG. 8 is a front view thereof, and FIGS. 9A to 9C are plan views showing another embodiment of the present invention in an assembled state. 10a, 10b: Center material, 11a, 11b: Branch material for flint, 12: Linking board, 13: Linking board for raising the belly, 14, 15: Reinforcement board, 16: Stool fitting, 1
7: Hanging fixture, 18, 19: End plate.
Claims (1)
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。 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材。[Scope of Claims] 1. An inner piece is constituted by a central material and flint branches attached to both sides thereof, and an interlocking plate is used to connect the intermediate support material corresponding to the central material and the flint support materials located on both wings thereof. Furthermore, an outer piece formed by connecting a connecting plate for raising the heel 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. The flint material for locking a pile according to claim 1, wherein the inner piece has constant dimensions, and only the outer piece has different dimensions, so that these outer pieces and the inner piece can be freely brought into contact with and separated from each other.
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 JPS5931316A (en) | 1984-02-20 |
JPH023856B2 true 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) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 | Central Reinforced Connection Structure of Temporary Temporary Construction |
CN108049412B (en) * | 2017-11-22 | 2019-11-26 | 东通岩土科技股份有限公司 | A kind of foundation pit fashioned iron inner support system |
-
1982
- 1982-08-13 JP JP13981382A patent/JPS5931316A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5931316A (en) | 1984-02-20 |
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