JPH0240091Y2 - - Google Patents

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Publication number
JPH0240091Y2
JPH0240091Y2 JP12434084U JP12434084U JPH0240091Y2 JP H0240091 Y2 JPH0240091 Y2 JP H0240091Y2 JP 12434084 U JP12434084 U JP 12434084U JP 12434084 U JP12434084 U JP 12434084U JP H0240091 Y2 JPH0240091 Y2 JP H0240091Y2
Authority
JP
Japan
Prior art keywords
piece
strut
flange
struts
main body
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
Application number
JP12434084U
Other languages
Japanese (ja)
Other versions
JPS6140443U (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 JP12434084U priority Critical patent/JPS6140443U/en
Publication of JPS6140443U publication Critical patent/JPS6140443U/en
Application granted granted Critical
Publication of JPH0240091Y2 publication Critical patent/JPH0240091Y2/ja
Granted legal-status Critical Current

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  • Milling, Broaching, Filing, Reaming, And Others (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は山止めの支保工として使用する切梁材
の平面交差を可能にするピースに関する。
[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a piece that enables plane crossing of struts used as supports for piles.

[従来の技術] 山止め工事に当り、相対向する腹起材間に切梁
材を格子状に架設する水平切梁工法においては、
第6図に示すように縦方向の切梁12と横方向の
切梁13とを上下に重ねて交差部ごとに金物14
に取付けたUボルト15で挟持し、棚杭16に固
着したブラケツト17によつて支持させている。
しかし、図かららも明らかなようにこの従来の工
法においては、上下の切梁が立体交差するので、
切梁が占める高さが高くなる。そのため切梁上に
設ける作業構台は乗入口スロープの勾配がきつく
なるという難点があるばかりでなく、切梁と構造
物のスラブとの間隔を余分に必要とする。しかも
最近に於ては周知のように、土地を入手すること
が難しいので、建物の敷地も矩形である場合は少
なく、斜辺が含まれる場合が多いが、かかる場合
には切梁を受けるために腹起しを上下ダブルに取
付ける必要がある等施工に手間がかかり、部材の
納まりも悪いと欠点があつた。
[Prior art] In the horizontal strut construction method, in which struts are erected in a lattice pattern between facing timbers for pile-stopping work,
As shown in FIG. 6, vertical struts 12 and horizontal struts 13 are stacked vertically and hardware 14 is placed at each intersection.
It is held between U-bolts 15 attached to and supported by brackets 17 fixed to shelf piles 16.
However, as is clear from the diagram, in this conventional construction method, the upper and lower struts intersect at grade level, so
The height occupied by the strut increases. Therefore, a work platform installed on the strut not only has the disadvantage that the slope of the entrance slope becomes steep, but also requires an extra space between the strut and the slab of the structure. Moreover, as is well known, it is difficult to obtain land these days, so building sites are rarely rectangular and often include a hypotenuse. It took a lot of time to install, as it required double-mounting the upper and lower braces, and it had drawbacks that the parts did not fit well.

このような従来の欠点を改善するものとして
は、例えば、実公昭57−12041号公報に見られる
ように、縦方向の切梁と横方向の切梁との交差部
において一方の切梁に他方の切梁を貫通させ得る
箱形中空部を形成した連結具を介挿して、縦横の
切梁を同一高さに架設し得るようにした考案と
か、特公昭59−11014号公報に見られるように、
同一水平面上で多数の切梁や火打ちの先端と当接
する多数の受面を有する多面体から成る特殊ピー
スの考案等が知られている。
To improve such conventional drawbacks, for example, as seen in Japanese Utility Model Publication No. 12041/1983, at the intersection of a longitudinal strut and a transverse strut, one strut is connected to the other. As seen in Japanese Patent Publication No. 11014/1983, a device was proposed in which vertical and horizontal struts could be erected at the same height by inserting a connector with a box-shaped hollow part that could be penetrated through the struts. To,
It is known that a special piece consisting of a polyhedron having a number of receiving surfaces that come into contact with a number of struts and tips of flints on the same horizontal plane is known.

しかるに前者では、連結具が角筒状に形成され
るため製作が面倒であるのみならず、重量が重
く、補強がしにくいうえに自重のために切梁を固
着するボルトがたわんでしまうという欠点があ
る。一方後者では、交差する切梁材相互が一体に
固定されているから、プレテストで一方の切梁に
ロードをかけると他方の切梁が蛇行等の変形を生
じてしまう不都合があつたのである。
However, in the former case, since the connector is formed into a rectangular tube shape, it is not only difficult to manufacture, but it is also heavy and difficult to reinforce, and the bolts that secure the struts will bend due to their own weight. There is. On the other hand, in the latter case, since the intersecting struts were fixed together, there was an inconvenience that if a load was applied to one strut during pre-testing, the other strut would become deformed, such as meandering. .

[考案の目的] 本考案は、上記のような従来の問題点をすべて
払拭することができ、切梁材の平面交差を可能に
するピースを提案せんとするものである。すなわ
ち本考案は、構造簡単にして軽量であるのみなら
ず、軸力の伝達ならびに曲げ応力に優れ、プレロ
ードを与えた時には切梁材が可動できるようにな
し、しかも交差部の固定も容易になしえる平面交
差切梁用ピースを提供することを目的としてい
る。
[Purpose of the invention] The present invention aims to propose a piece that can eliminate all of the above-mentioned conventional problems and allows plane crossing of strut members. In other words, the present invention not only has a simple structure and is lightweight, but also has excellent axial force transmission and bending stress, allows the strut members to move when preload is applied, and also makes it easy to fix intersections. The purpose of this invention is to provide a piece for plane cross struts that can be used.

[問題点を解決するための手段] 上記の目的を達成するため、本考案はH形鋼製
本体の長軸方向中間部もしくは端部におけるウエ
ブおよび上部フランジを、フランジ幅よりも広く
切欠いて、その切欠部底面にフランジと平行に腰
掛板を固着して成るものである。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the present invention cuts out the web and the upper flange at the middle part or the end part in the longitudinal direction of the H-section steel body to be wider than the flange width, A seat plate is fixed to the bottom of the notch parallel to the flange.

[実施例] 進んで、本考案を図示の実施例に基づいて具体
的に説明する。この考案に係る平面交差切梁用ピ
ースは、第1図はその一例を示すように、短尺も
しくは長尺のH形鋼で本体1を形成する。本体1
はその長軸方向中間部におけるウエブ2および上
部フランジ3aをフランジ幅lよりも広く切欠い
て、その切欠部底面にフランジと平行に腰掛板4
を溶接により一体に固着する。上部フランジ3a
の端部と腰掛板4とは一対の垂直な連結板5,5
により連設させ、これらの連結板をウエブの切欠
き部分に溶接により固着する。本体1の両端に
は、切梁取付けるための取付面板6,6を固着す
るとともに、この取付面板6,6および上下部フ
ランジ3a,3bには、それぞれボルト孔7を多
数開設する。なお符号8は、切欠いたフランジ端
と腰掛板との間に固着した三角形のリブプレート
であり、このリブプレート8は本考案に不可欠な
ものではないが、軸力伝達を高める必要がある場
合に取付けておくことが好ましい。
[Examples] The present invention will now be specifically explained based on illustrated embodiments. In the piece for plane crossing struts according to this invention, the main body 1 is formed of short or long H-beam steel, as shown in FIG. 1 as an example. Main body 1
The web 2 and the upper flange 3a are cut out at the middle part in the longitudinal direction to be wider than the flange width l, and a seat plate 4 is placed on the bottom of the cutout parallel to the flange.
are fixed together by welding. Upper flange 3a
The end of the seat plate 4 is connected to a pair of vertical connecting plates 5, 5.
These connecting plates are fixed by welding to the notched portion of the web. Mounting face plates 6, 6 for attaching the struts are fixed to both ends of the main body 1, and a large number of bolt holes 7 are provided in the mounting face plates 6, 6 and the upper and lower flanges 3a, 3b, respectively. Reference numeral 8 is a triangular rib plate fixed between the notched flange end and the seat plate. Although this rib plate 8 is not essential to the present invention, it can be used when it is necessary to increase axial force transmission. It is preferable to keep it attached.

ところで、上記のピースは、前述の通り本体の
長軸方向中間部のウエブ2および上部フランジ3
aをそのフランジ幅よりも広く切欠くことを要件
とする。しかしその切欠き幅は、フランジ幅をl
とした場合、l+100mm以上とつておくことが好
ましいものである。
By the way, as mentioned above, the above piece has the web 2 and the upper flange 3 in the middle part in the longitudinal direction of the main body.
It is required that the notch a be wider than the flange width. However, the width of the notch is equal to the width of the flange.
In this case, it is preferable to keep l+100 mm or more.

次に本考案の使い方を説明すると、本考案のピ
ースは、縦方向の切梁と横方向の切梁の交差部分
に、第3図に示すように組合せて使用する。すな
わち縦方向の切梁主材9,9の端部を図示のよう
にピース10aの両端の取付面板6,6にボルト
ナツトで固定するとともに上記ピース10a上に
同種のピース10bをほぼ直交するように載置し
て、上方のピースの切欠部と下方のピースの切欠
部とを互いに噛み合せて当接させる。こうすると
上下のピースの当接面は合欠状の接合面となつて
いるため、第3図に明示されるように上記両ピー
スは同一高さに設定されることになる。したがつ
て、交差切梁用ピース10bの両端の取付面板
6,6に横方向の切梁主材11の端部をボルトナ
ツトで固定すれば、縦横の切梁材は共に同一高さ
に架設することができる。
Next, to explain how to use the present invention, the pieces of the present invention are used in combination at the intersection of a longitudinal strut and a transverse strut, as shown in Fig. 3. That is, the ends of the longitudinal strut main members 9, 9 are fixed with bolts and nuts to the mounting face plates 6, 6 at both ends of the piece 10a as shown in the figure, and a piece 10b of the same type is placed on the piece 10a so as to be substantially perpendicular to it. Then, the notch part of the upper piece and the notch part of the lower piece are brought into engagement and contact with each other. In this case, since the abutment surfaces of the upper and lower pieces form a joint surface in the shape of a notch, the two pieces are set at the same height, as clearly shown in FIG. Therefore, by fixing the ends of the horizontal strut main members 11 to the mounting face plates 6, 6 at both ends of the cross strut piece 10b with bolts and nuts, the vertical and horizontal strut members can be erected at the same height. can.

なお本考案におけるピースの切欠き幅は、既に
述べたように、フランジ幅よりも広く切欠かれて
いるものであり、しかも連結する切梁主材は長さ
調整ピースおよびジヤツキ等によりその長さを自
由に調整することができるようになつているか
ら、その組合せによりピースの交差位置は、これ
を自由に設定することができる。また上記のよう
に組合せて使用する本考案のピースは、切梁材と
の接合面が縦横両方向とも面接合であるうえに、
断面欠損がウエブの一部のみであり、有効断面欠
損率が非常に少ないので軸方向力の荷重伝達が無
理なく行え、しかも切梁材の横方向への偏心に対
しても充分な抗力を有し、かつプレロードを与え
た場合は、切梁材の横方向への移動が保証される
ので、平面交差切梁架構体でプレロード施工が可
能となる点で画期的効果を有する。
As already mentioned, the width of the notch in the piece in this invention is wider than the width of the flange, and the length of the connecting beam main material can be adjusted freely using length adjustment pieces and jacks. Since it can be adjusted, the intersecting position of the pieces can be freely set depending on the combination. In addition, the pieces of the present invention used in combination as described above have face-to-face joints with the struts in both the vertical and horizontal directions, and
Since the cross-sectional loss is only in a part of the web, and the effective cross-sectional loss rate is extremely low, the load transmission of axial force can be carried out without difficulty, and it also has sufficient resistance against lateral eccentricity of the strut material. However, if a preload is applied, the lateral movement of the strut members is guaranteed, which has an epoch-making effect in that preload construction is possible in a planar cross strut frame structure.

なお上下ピースの交差部を拘束する場合には、
バンドもしくはボルトナツトにて締結する(図示
省略)。
In addition, when restraining the intersection of the upper and lower pieces,
Fasten with a band or bolt/nut (not shown).

第4図は本考案の変形例で、ピース本体をその
長軸方向に対して直交する線で2分割できるよう
にした実施例である。すなわちこの実施例ではピ
ース本体を切欠部において左右対称的な一対の構
成片1a,1aより形成し、この一対の構成片を
腰掛板4と下部フランジ3bとの間に垂直に介挿
したジヨイントプレート12によつてボルト接合
できるようにしたものである。因みに符号13は
ボルト孔を示し、腰掛板4、連結板5およびジヨ
イントプレート12に開設されている。上下フラ
ンジ3a,3aおよび取付面板6に設けるボルト
孔は、図示を省略してあるが、第1図の例と同様
に穿設させる。第5図は上記ピースを使用して縦
横の切梁材9,11を同一高さに架設した状態を
示すものである。
FIG. 4 shows a modification of the present invention, in which the piece body can be divided into two parts along a line perpendicular to the longitudinal direction of the piece body. That is, in this embodiment, the piece main body is formed from a pair of left-right symmetrical constituent pieces 1a, 1a at the notch, and this pair of constituent pieces is vertically inserted between the seat plate 4 and the lower flange 3b. The plate 12 allows for bolt connection. Incidentally, reference numeral 13 indicates bolt holes, which are provided in the seat plate 4, the connecting plate 5, and the joint plate 12. Bolt holes provided in the upper and lower flanges 3a, 3a and the mounting face plate 6 are not shown, but are drilled in the same manner as in the example shown in FIG. FIG. 5 shows a state in which the vertical and horizontal struts 9 and 11 are constructed at the same height using the pieces described above.

[考案の効果] 以上詳細に説明したように、本考案のピースに
よれば、切梁材の平面交差が可能になるととも
に、ピース自体の構造が極めてシンプルで軽量で
あり、その上断面欠損が少なく大きな軸荷重曲げ
荷重に耐えられ、荷重伝達効果が優れており、ま
たプレロード作業も不都合なく行える等極めて有
用性が高いものである。
[Effects of the invention] As explained in detail above, according to the piece of the invention, plane crossing of strut members is possible, the structure of the piece itself is extremely simple and lightweight, and there is no loss in the upper section. It is extremely useful as it can withstand a small but large axial load and bending load, has an excellent load transmission effect, and can perform preloading operations without any inconvenience.

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

第1図は本考案ピースの一実施例を示す斜視
図、第2図は同上ピース縦断面図、第3図は同上
ピースを用いた切梁連結部の斜視図、第4図は本
考案ピースの変形例を示す斜視図、第5図は同上
ピースを用いた切梁連結部の斜視図、第6図は従
来の切梁連結部を示す斜視図である。 1……本体、2……ウエブ、3a……上部フラ
ンジ、3b……下部フランジ、4……腰掛板、5
……連結板、6……取付面板、7,13……ボル
ト孔、8……リブプレート、9,11……切梁主
材。
Figure 1 is a perspective view showing an embodiment of the invented piece, Figure 2 is a vertical cross-sectional view of the same piece, Figure 3 is a perspective view of a strut connection using the same piece, and Figure 4 is the invented piece. FIG. 5 is a perspective view of a strut joint using the same piece as above, and FIG. 6 is a perspective view of a conventional strut joint. 1... Main body, 2... Web, 3a... Upper flange, 3b... Lower flange, 4... Stool plate, 5
... Connecting plate, 6 ... Mounting face plate, 7, 13 ... Bolt hole, 8 ... Rib plate, 9, 11 ... Main material of strut.

Claims (1)

【実用新案登録請求の範囲】 1 H形鋼製本体の長軸方向中間部もしくは端部
におけるウエブおよび上部フランジをフランジ
幅よりも広く切欠いて、その切欠部底面にフラ
ンジと平行に腰掛板を固着して成る平面交差切
梁用ピース。 2 前記本体はその長軸方向に対して直交する線
で2分割できるように形成されている実用新案
登録請求の範囲第1項記載の平面交差切梁用ピ
ース。
[Claims for Utility Model Registration] 1. The web and upper flange at the middle or end in the longitudinal direction of the H-shaped steel body are notched wider than the flange width, and a seat plate is fixed to the bottom of the notch parallel to the flange. A piece for plane cross struts. 2. The piece for a plane cross strut according to claim 1, wherein the main body is formed so that it can be divided into two along a line perpendicular to the longitudinal direction of the main body.
JP12434084U 1984-08-16 1984-08-16 Piece for plane crossing struts Granted JPS6140443U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12434084U JPS6140443U (en) 1984-08-16 1984-08-16 Piece for plane crossing struts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12434084U JPS6140443U (en) 1984-08-16 1984-08-16 Piece for plane crossing struts

Publications (2)

Publication Number Publication Date
JPS6140443U JPS6140443U (en) 1986-03-14
JPH0240091Y2 true JPH0240091Y2 (en) 1990-10-26

Family

ID=30683069

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12434084U Granted JPS6140443U (en) 1984-08-16 1984-08-16 Piece for plane crossing struts

Country Status (1)

Country Link
JP (1) JPS6140443U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6599377B2 (en) * 2017-02-07 2019-10-30 ヒロセホールディングス株式会社 Switching hardware for cut beams

Also Published As

Publication number Publication date
JPS6140443U (en) 1986-03-14

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