JPS5914510Y2 - A piece that can be used as both a beam and flint in a mountain retaining frame structure for civil engineering and construction. - Google Patents
A piece that can be used as both a beam and flint in a mountain retaining frame structure for civil engineering and construction.Info
- Publication number
- JPS5914510Y2 JPS5914510Y2 JP4870982U JP4870982U JPS5914510Y2 JP S5914510 Y2 JPS5914510 Y2 JP S5914510Y2 JP 4870982 U JP4870982 U JP 4870982U JP 4870982 U JP4870982 U JP 4870982U JP S5914510 Y2 JPS5914510 Y2 JP S5914510Y2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- flint
- strut
- piece
- mounting base
- 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
Landscapes
- Retaining Walls (AREA)
- Tents Or Canopies (AREA)
Description
【考案の詳細な説明】
この考案は土木建築用山留架構体における切梁・火打ち
兼用ピースに関し、特にボックス型の取付基枠を基端に
備え均等でずれのない剛強なピース構造とすることで座
屈のおそれをなくすようにした安価なピースであって、
中央切梁枠と取付基枠間に配される火打ち枠を脱着自在
にボルト止めすることで例えば構造躯体の柱又は掘削構
台の支柱が火打ち枠に干渉する場合でも取外しによりこ
れに対処でき、しかも支柱を構台として最適な位置に設
定できる一方、火打ち枠取着けにより標準の兼用ピース
としても使用することができるように配慮したものであ
る。[Detailed description of the invention] This invention relates to a piece that can be used as both a strut and a flint in a mountain retaining frame structure for civil engineering and construction, and in particular has a box-shaped mounting base frame at the base end and has a strong piece structure that is uniform and does not shift. It is an inexpensive piece that eliminates the risk of buckling,
By removably bolting the flint frame placed between the central traverse frame and the mounting base frame, for example, even if the pillars of the structural frame or the pillars of the excavation pedestal interfere with the flint frame, this can be resolved by removing it. While the support can be set at the optimal position as a gantry, consideration has been given to allowing it to be used as a standard dual-purpose piece by attaching a flint frame.
この考案の前提とする切梁・火打ち兼用ピースは本出願
人によって先に提案された内容のものである。The piece for both strut and flint, which is the premise of this invention, was previously proposed by the applicant.
その具体的構成を示せば、土中に打設のシートパイルに
腹起材を添接して配し相対向する腹蔵材間に架装した切
梁材と各腹起材との間に脱着自在に接合して介装される
切梁・火打ち兼用ピースであって、H型鋼で戒る主枠の
上下溝内と端面に補強板を一体固着して形成されフラン
ジにボルト孔を配列して成る横長ボックス型の取付基枠
と、該基枠の平面中央から切梁材端面に向けて直交して
突出すべく一体溶接されたH型鋼製の中央切梁枠と、中
央切梁枠の長手方向両側と取付基枠の横長方向各端部間
に渡架され取付基枠と中央切梁枠との間に三角形状の空
間を残すべく平面ハの字状をなして配した一対のH型鋼
製の火打ち枠とで成る。The concrete structure is as follows: a sheet pile is cast into the ground, with side lumber attached to it, and each side lumber can be freely attached and detached between the struts installed between the facing lumber and each side lumber. It is a piece that can be used as both a strut and flint to be joined and interposed, and is formed by integrally fixing reinforcing plates in the upper and lower grooves and end faces of the main frame made of H-shaped steel, and has bolt holes arranged in the flange. A horizontal box-shaped mounting base frame, an H-shaped steel central traverse frame integrally welded to protrude perpendicularly from the center of the plane of the base frame toward the end face of the traverse beam, and a longitudinal axis of the central straddle frame. A pair of H-shapes are arranged in a C-shape in plan, spanning between both sides of the mounting frame and each end of the mounting base frame in the horizontal direction, leaving a triangular space between the mounting base frame and the central strut frame. It consists of a steel flint frame.
特にここで注目すべきことは、火打ち枠が中央切梁枠と
取付基枠の夫々に両端を一体溶接して構成されている点
であり、こうした型式では安価で最も剛度を有するピー
スを提供できるが、それだけにまた欠点もある。What is particularly noteworthy here is that the flint frame is constructed by integrally welding both ends to the central traverse frame and the mounting base frame, and this type of frame can provide a piece with the highest rigidity at the lowest cost. However, there are also drawbacks.
即ち、火打ち枠を完全一体化しておくと組付後において
例えば構造躯体又は掘削構台を構成する場合に支柱が火
打ち枠のある個所を通じて設置される時であり、この場
合は一体火打ち枠の存在によって支柱を設置できないの
であり、従って支柱を構台としての最適位置からずらす
ことが必要であった。In other words, if the flint frame is completely integrated, after assembly, when constructing a structural frame or an excavation pedestal, for example, when a support is installed through a part of the flint frame, in this case, the existence of the integral flint frame It was not possible to install the pillars, so it was necessary to shift the pillars from their optimal positions as gantry.
そうすると構台として今一つ完全なものが得られず、ま
たピースと構台とを干渉なくしかも夫々が最適な状態を
得るように配慮しようとすれば、それだけで施工の能率
化が阻まれ好適でなかった訳である。In this case, it would not be possible to obtain a completely perfect gantry, and if we tried to ensure that the pieces and the gantry did not interfere with each other, and that each of them was in an optimal state, this alone would hinder the efficiency of construction, which was not suitable. It is.
この考案はこうした観点からなされたものであり、従っ
てここに特徴とする処は、火打ち枠を、中央切梁枠と取
付基枠に対し脱着自在にボルト止めした点にある。This invention was developed from this point of view, and the feature here is that the flint frame is removably bolted to the central strut frame and the mounting base frame.
以下、図示した実施例について説明する。The illustrated embodiment will be described below.
第1図乃至第5図に示したものはその最も好ましい実施
例であり、1は土中に打設されたシートパイルであって
その内側にはH型鋼で戊る腹蔵材2が平面視方形をなし
て配備されこれらは図示省略した腹蔵ブラケットによっ
て底部から受担されている。The one shown in Figures 1 to 5 is the most preferred embodiment, in which 1 is a sheet pile driven into the soil, and inside it is a pile 2 made of H-beam steel that has a rectangular shape in plan view. These are supported from the bottom by a storage bracket (not shown).
3はH型鋼で戊る切梁材で周知の如く対向する腹蔵材2
,2間において装架されている。3 is a cut beam made of H-shaped steel, and as is well-known, the facing member 2
, and is mounted between the two.
4は切梁・火打ち兼用ピース(以下単にピースと略称す
る)であり、切梁材3の各端部と腹蔵材2との間にボル
トによって後述の如く接合して配備される。Reference numeral 4 denotes a piece for both strut and flint (hereinafter simply referred to as a piece), which is connected between each end of the strut member 3 and the brace member 2 by bolts as described below.
このピース4基端の取付基枠aは、H型鋼を利用した主
枠5を基本としその溝を上下に向けて配すと共に、これ
ら溝の長手中間位置には上下一対の補強板6,6が一体
溶接され、また主枠5の長手両端には端面板7,7が一
体溶接されている。The mounting base frame a at the base end of this piece 4 is basically a main frame 5 made of H-shaped steel, with its grooves facing upward and downward, and a pair of upper and lower reinforcing plates 6, 6 in the longitudinal middle position of these grooves. are welded together, and end plates 7, 7 are integrally welded to both longitudinal ends of the main frame 5.
前記主枠5には、腹蔵材2の内側面フランジに沿って上
下に多列状をなして配したボルト孔8・・・・・・に合
致すべく外側フランジ面に多数のボルト孔8・・・・・
・を配列してあり、これら相互間を第2図示の如くボル
ト9で接合するように構成されている。The main frame 5 has a large number of bolt holes 8 on the outer flange surface to match the bolt holes 8 arranged vertically in multiple rows along the inner flange of the lining material 2.・・・・・・
. . are arranged, and these are connected to each other with bolts 9 as shown in the second figure.
bは取付基枠aの平面視した中央部分から切梁材3の端
面に向って直交状に突出する中央切梁枠でこれは基本的
にH型鋼を使用して形成されている。Reference numeral b denotes a central strut frame projecting perpendicularly from the central portion of the mounting base frame a in plan view toward the end face of the strut member 3, and this is basically formed using H-beam steel.
この中央切梁枠すの先端には、切梁材3の取付面板10
にボルト接合できる取付面板11が直交して一体溶接さ
れ、該面板11と取付基枠aとの間には、中央切梁枠す
の上下開口溝の中央に位置すべく中央補強板12が一体
溶接されている。At the tip of this central strait frame, there is a mounting face plate 10 for the straddle material 3.
A mounting face plate 11 that can be bolted to is orthogonally welded together, and a central reinforcing plate 12 is integrated between the face plate 11 and the mounting base frame a so as to be located in the center of the upper and lower opening grooves of the central traverse frame. Welded.
また、中央切梁枠す内にはそれを横断状に仕切る関係で
横補強板13.13が上下一対宛一体溶接されており、
こうして中央切梁枠すが作製されている。In addition, horizontal reinforcing plates 13.13 are integrally welded to the upper and lower sides of the central strut frame in order to partition it transversely.
In this way, the center strut frame is fabricated.
c、cは中央切梁枠すの先端寄りと取付基枠aの端部付
近間に平面視ハの字状をなして渡架されたH型鋼製の火
打ち枠であり、これらがこの考案の特徴的な部材となっ
ている。c and c are H-shaped steel flint frames suspended between the tip of the center traverse frame and the end of the mounting base frame a in a V-shape in plan view. It is a characteristic member of
即ち、この火打ち枠CはH型鋼を金型状に作製しその両
端部に対しボルト孔8つきの端面プレー) 14.14
を一体溶接して形成され、これに対し前記ボルト孔8・
・・・・・に適応すべく中央切梁枠すの側面フランジと
取付基枠aの取付フランジ面の夫々にボルト孔8・・・
・・・を配列し、こうしてボルト9・・・・・・によっ
て脱着自在に取着して成る。In other words, this flint frame C is made of H-shaped steel in the shape of a mold, and the end faces are plated with 8 bolt holes at both ends.) 14.14
The bolt holes 8 and 8 are integrally welded together.
In order to adapt to..., bolt holes 8...
. . . and are detachably attached using bolts 9 .
この場合各火打ち枠Cと中央切梁枠す及び取付基枠aと
の三者間には、平面視三角形状の空間15.15が残さ
れた形とされている。In this case, a triangular space 15.15 in plan view is left between each flint frame C, the central ram frame, and the mounting base frame a.
従って上記構成の火打ちピースによれば例えば第6図示
の如く掘削構台用の支柱dが事後的に火打ち枠Cに干渉
するような場合には、その対応する一方の火打ち枠C゛
を取り外せば支柱dを自由に最適位置をもって設定でき
るのであり、従って望む位置に支柱dをもってくること
ができるから構台のもつべき強度を充足できるのであり
、また他方の火打ち枠Cが残っているからピース強度の
大巾な減少もないものである。Therefore, according to the flint piece having the above structure, if the support d for the excavation gantry later interferes with the flint C as shown in Fig. 6, the corresponding one of the flint frames C' can be removed and the support can be removed. d can be freely set at the optimum position, and therefore the support d can be brought to the desired position, so the strength that the gantry should have can be satisfied, and since the other flint frame C remains, the strength of the piece can be increased. There is no wide-scale decrease.
更に施工時、干渉のおそれを心配せずともよく施工の能
率化を図り得る。Furthermore, during construction, there is no need to worry about interference, and the efficiency of construction can be improved.
その一方において第1図、第2図示の如く通常のピース
使用も勿論可能であり、これが共通のピース4によって
遠戚される処に特徴がある。On the other hand, it is of course possible to use ordinary pieces as shown in FIGS. 1 and 2, and the feature is that these are closely related by the common piece 4.
また前提とする取付基枠aはボックス型でピース全体に
亙る型式とされているから軸力がその巾全体を活かして
均等分布的に相伴用する。Furthermore, since the prerequisite mounting base frame a is box-shaped and extends over the entire piece, the axial force is applied evenly across its entire width.
従ってこうした剛強かつ安定した取付基枠aを基礎とす
るから、例えば第6図示のような施工態様においても充
分なる軸力負担と分布作用を期待することができるもの
である。Therefore, since it is based on such a strong and stable mounting base frame a, a sufficient axial force load and distribution effect can be expected even in the construction mode shown in FIG. 6, for example.
尚、第7図に示した一例は、火打ち枠Cの一方(右側)
を一体型(溶接型)となし専ら他方(左側)のみを脱着
型として構成したものであり、こうした態様もこの考案
の中に含む意味に解釈される必要がある。The example shown in Fig. 7 is one side (right side) of the flint frame C.
It is constructed in such a way that only the other (left side) is a removable type, and the other (left side) is of an integrated type (welded type), and such an aspect must also be interpreted as being included in this invention.
この考案は以上の如くであり、ボックス型の取付基枠を
基端に備え均等でずれのない剛強なピース構造とするこ
とで座屈のおそれをなくすようにした安価なピースであ
って、中央切梁枠と取付基枠間に配される火打ち枠を脱
着自在にボルト止めすることで例えば掘削構台の支柱が
火打ち枠に干渉する場合でも取外しによりこれに対処で
き、しかも支柱を構台として最適な位置に設定できる一
方、火打ち枠取着けにより標準の兼用ピースとしても使
用することができるように配慮したものである。This idea is as described above, and is an inexpensive piece that eliminates the risk of buckling by having a box-shaped mounting base frame at the base end and a strong piece structure that is uniform and does not shift. By removably bolting the flint frame placed between the strut frame and the mounting base frame, for example, even if the support of an excavation gantry interferes with the flint frame, it can be removed by removing it. While it can be set in any position, it is designed so that it can also be used as a standard dual-purpose piece by attaching a flint frame.
尚、専ら開示する目的をもって、第7図示のピースであ
って一方を溶接型とし他方の火打ち枠Cをボルト止めし
ない型式のものをもここに提案しておく。For the purpose of disclosure only, a version of the piece shown in Figure 7, one of which is welded and the other flint frame C not bolted, is also proposed here.
【図面の簡単な説明】
第1図はこの考案の一例を示す斜視外観図、第2図はそ
の平面図、第3図はそのIII−III線端面矢視図、
第4図は第2図IV−IV線端面矢視図(火打ち枠取外
し状態)、第5図は第2図V矢視図(火打ち枠取外し状
態)、第6図は一方の火打ち枠を取外した態様を示す平
面図、第7図は他のピース例を示す平面図である。
1・・・・・・シートパイル、2・・・・・・腹蔵材、
3・・・・・・切梁材、4・・・・・・兼用ピース、9
・・・・・・ボルト、15・・・・・・空間、a・・・
・・・取付基枠、b・・・・・・中央切梁枠、C・・・
・・・火打ち枠。[Brief Description of the Drawings] Fig. 1 is a perspective external view showing an example of this invention, Fig. 2 is a plan view thereof, Fig. 3 is an end view taken along the line III-III,
Figure 4 is a view taken along the line IV-IV of Figure 2 (with the flint frame removed), Figure 5 is a view viewed from the V arrow in Figure 2 (with the flint frame removed), and Figure 6 is with one flint frame removed. FIG. 7 is a plan view showing another example of the piece. 1...Sheet pile, 2...Breaking material,
3...String beam material, 4...Dual use piece, 9
...Bolt, 15...Space, a...
...Mounting base frame, b...Central strut frame, C...
...Finder frame.
Claims (1)
向する腹蔵材間に架装した切梁材と各腹起材との間に脱
着自在に接合して介装される切梁・火打ち兼用ピースで
あって、H型鋼で成る主枠の上下溝内と端面に補強板を
一体固着して形成されフランジにボルト孔を配列して成
る横長ボックス型の取付基枠と、該基枠の平面中央から
切梁材端面に向けて直交して突出すべく一体溶接された
H型鋼製の中央切梁枠と、中央切梁枠の長手方向両側と
取付基枠の横長方向各端部間に渡架され取付基枠と中央
切梁枠との間に三角形状の空間を残すべく平面ハの字状
をなして配した一対のH型鋼製の火打ち枠とで成り、前
記火打ち枠を、中央切梁枠と取付基枠に対し脱着自在に
ボルト止めしたことを特徴とする土木建築用山留架構体
における切梁・火打ち兼用ピース。Layers are attached to sheet piles cast in the ground, and are removably joined and interposed between the strut beams installed between the facing piles and each pile. An oblong box-shaped mounting base frame, which is a piece that can be used as both a cut beam and a flint, and is formed by integrally fixing reinforcing plates to the upper and lower grooves and end faces of the main frame made of H-shaped steel, and has bolt holes arranged in the flange; A center strut frame made of H-shaped steel that is integrally welded to protrude orthogonally from the center of the plane of the base frame toward the end face of the strut members, and both sides of the center strut frame in the longitudinal direction and the horizontal direction of the mounting base frame. It consists of a pair of H-shaped steel flint frames that are spanned between each end and arranged in a V-shape in plan so as to leave a triangular space between the mounting base frame and the central strut frame. A piece that can be used as both a strut and a flint in a mountain retaining frame structure for civil engineering and construction, characterized in that the flint frame is removably bolted to a central strut frame and a mounting base frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4870982U JPS5914510Y2 (en) | 1982-04-02 | 1982-04-02 | A piece that can be used as both a beam and flint in a mountain retaining frame structure for civil engineering and construction. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4870982U JPS5914510Y2 (en) | 1982-04-02 | 1982-04-02 | A piece that can be used as both a beam and flint in a mountain retaining frame structure for civil engineering and construction. |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58153244U JPS58153244U (en) | 1983-10-13 |
JPS5914510Y2 true JPS5914510Y2 (en) | 1984-04-27 |
Family
ID=30059617
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4870982U Expired JPS5914510Y2 (en) | 1982-04-02 | 1982-04-02 | A piece that can be used as both a beam and flint in a mountain retaining frame structure for civil engineering and construction. |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5914510Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5923649B1 (en) * | 2015-09-24 | 2016-05-24 | 株式会社大林組 | Yamazushi support work |
JP6676341B2 (en) * | 2015-11-04 | 2020-04-08 | 丸藤シートパイル株式会社 | Sandome support structure and construction method |
-
1982
- 1982-04-02 JP JP4870982U patent/JPS5914510Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS58153244U (en) | 1983-10-13 |
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