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JP3439536B2 - Stiffening block - Google Patents

Stiffening block

Info

Publication number
JP3439536B2
JP3439536B2 JP17829594A JP17829594A JP3439536B2 JP 3439536 B2 JP3439536 B2 JP 3439536B2 JP 17829594 A JP17829594 A JP 17829594A JP 17829594 A JP17829594 A JP 17829594A JP 3439536 B2 JP3439536 B2 JP 3439536B2
Authority
JP
Japan
Prior art keywords
reinforcing block
reinforcing
block
bolt
uprising
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 - Fee Related
Application number
JP17829594A
Other languages
Japanese (ja)
Other versions
JPH0841875A (en
Inventor
裕昭 増本
Original Assignee
日商岩井鉄鋼リース株式会社
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 日商岩井鉄鋼リース株式会社 filed Critical 日商岩井鉄鋼リース株式会社
Priority to JP17829594A priority Critical patent/JP3439536B2/en
Publication of JPH0841875A publication Critical patent/JPH0841875A/en
Application granted granted Critical
Publication of JP3439536B2 publication Critical patent/JP3439536B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、土木・建築現場にお
いて用いられ、山留め用の架設材のうち、腹起し材に対
して連結される切り梁からの荷重を受ける腹起し材を補
強する補強ブロックに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is used in civil engineering and construction sites to reinforce erection members that are subjected to a load from a cutting beam connected to the irrigation members in a construction material for mountain retaining. Reinforcement block to do.

【0002】[0002]

【従来の技術】ビル等の基礎工事に先立って施工される
境界線または隣接する建物との境界位置に山留め(土留
め)を行う場合には、鋼矢板を連続して打ち込んだり、
I形鋼、H形鋼を所望間隔を存して打ち込む。そして、
掘削を行い、掘削の進行に伴ってI形鋼、H形鋼の相互
間にパネルを掛け渡し、さらに腹起し材と切り梁によっ
てI形鋼やH形鋼およびパネルを支持し、土圧に抵抗さ
せている。
2. Description of the Related Art When performing mountain retaining (earth retaining) at a boundary line to be constructed prior to foundation work such as a building or at a boundary position with an adjacent building, steel sheet piles are continuously driven,
I-shaped steel and H-shaped steel are driven at desired intervals. And
Excavation is performed, and as the excavation progresses, a panel is laid between the I-section steel and the H-section steel, and further, the I-section steel and the H-section steel and the panel are supported by the uprising member and the cutting beam, and earth pressure To resist.

【0003】前記腹起し材には一般にH形鋼が用いられ
ており、図7に示すように連結されている。すなわち、
1は地中に打ち込まれたI形鋼であり、これらI形鋼1
間にはパネル2が掛け渡され、境界線の山留めを行って
いる。
Generally, H-shaped steel is used for the uprising member, and they are connected as shown in FIG. That is,
1 is an I-shaped steel that has been driven into the ground, and these I-shaped steels 1
Panel 2 hangs in between, and the mountain of the boundary line is done.

【0004】I形鋼1およびパネル2からなる山留めの
内側にはH形鋼からなる腹起し材3が掛け渡されてい
る。腹起し材3は、上部腹起し材3xと下部腹起し材3
yとからなり、これら端部を上下に段違いに交差させ、
この段違い交差部4で前記上部腹起し材3xと下部腹起
し材3yとを隅部ピース5によって連結している。
Inside the mountain clasp consisting of the I-shaped steel 1 and the panel 2, a waving member 3 made of H-shaped steel is hung. The uprising material 3 includes an upper uprising material 3x and a lower uprising material 3
It consists of y and these ends are crossed up and down,
At this crossing cross section 4, the upper rib 3x and the lower rib 3y are connected by a corner piece 5.

【0005】また、腹起し材3にはこれと直角に切り梁
6の端部が突き合わされており、この切り梁6の両側面
と腹起し材3との間には斜めに火打ちピース7が架設さ
れている。切り梁6の端部と腹起し材3の側壁とは複数
本のボルト8によって締結されている。
Further, the end portions of the cut beams 6 are abutted on the uprising member 3 at a right angle to the uprising member 3, and between the side surfaces of the cut beam 6 and the uprising member 3, the fired piece 7 is slanted. Has been erected. The end portion of the cutting beam 6 and the side wall of the uprising member 3 are fastened by a plurality of bolts 8.

【0006】したがって、腹起し材3に対して山留め壁
からI形鋼1およびパネル2を介して支点反力が等分布
荷重として加わるだけでなく、切り梁6からの反力が加
わる。特に、切り梁6からの反力は、腹起し材3と当接
する部分に長期間に亘って集中荷重として作用するの
で、腹起し材3の前記切り梁6との当接部分に変形が生
じる虞があり、変形すると再使用できないという不都合
がある。
Therefore, not only the fulcrum reaction force from the mountain retaining wall via the I-shaped steel 1 and the panel 2 as a uniformly distributed load but also the reaction force from the cutting beam 6 is applied to the waving member 3. In particular, since the reaction force from the cut beam 6 acts as a concentrated load on the portion in contact with the uprising member 3 for a long period of time, it is deformed in the contact portion of the uprising member 3 with the cut beam 6. May occur, and there is an inconvenience that it cannot be reused when deformed.

【0007】そこで、従来から腹起し材3を補強する腹
起し材用補強ブロック9を、腹起し材3の切り梁6との
当接部分に取り付け、腹起し材3を補強することが行わ
れている(例えば実開昭52−90903号公報参
照)。
Therefore, conventionally, a reinforcing block 9 for the upholstery material 3 for reinforcing the upholstery material 3 is attached to a portion of the upholstery material 3 which is in contact with the cut beam 6 to reinforce the upholstery material 3. (See, for example, Japanese Utility Model Laid-Open No. 52-90903).

【0008】[0008]

【発明が解決しようとする課題】ところが、前述した腹
起し材用補強ブロックは、角筒状ブロックにおける相対
向する2枚の側板間に支承板を設け、他方の側板間に補
強杆を取り付けるとともに、腹起し材の側壁に当接する
側板にボルトを挿通するボルト挿通孔が上下方向に亘っ
て2条平行に設けた構成になっている。
However, in the above-mentioned reinforcing block for the uprising member, the supporting plate is provided between the two side plates facing each other in the rectangular tubular block, and the reinforcing rod is attached between the other side plates. At the same time, the side plate that abuts against the side wall of the uprising member has two bolt insertion holes through which bolts are inserted in parallel in the vertical direction.

【0009】したがって、腹起し材に補強ブロックを嵌
入する際に、腹起し材の側壁からボルトが突設していて
も、そのボルトがボルト挿通孔を挿通するため、補強ブ
ロックの側板がボルトに当接することなく、腹起し材に
嵌入できる。
Therefore, when the reinforcing block is fitted into the reinforced member, even if the bolt projects from the side wall of the reinforced member, the bolt is inserted through the bolt insertion hole, so that the side plate of the reinforcing block is It can be fitted into the upholstery without contacting the bolt.

【0010】しかし、H形鋼からなる腹起し材の上部に
補強ブロックを下向きに嵌入する場合には差支えない
が、腹起し材の下部に補強ブロックを上向きに嵌入した
場合に、ボルト挿通孔が上下方向に設けられているため
掛止手段がなく落下してしまう。したがって、腹起し材
の下部に補強ブロックを上向きに嵌入する場合には、腹
起し材に補強ブロックを嵌入した状態で、その補強ブロ
ックをボルト等によって腹起し材に固定するか、補強ブ
ロックを支持する支持プレート等を取り付ける必要があ
る。
However, it does not matter if the reinforcement block is fitted downward on the upper part of the H-shaped steel, but if the reinforcement block is fitted upward on the lower part of the upholstery, the bolt is inserted. Since the holes are provided in the up-down direction, there is no hooking means and they fall. Therefore, when the reinforcement block is inserted upward in the lower part of the reinforced material, fix the reinforcement block with bolts or the like in the state that the reinforcement block is fitted in the reinforced material, or It is necessary to attach a support plate that supports the block.

【0011】また、補強ブロックは、腹起し材の変形を
防止するために鋼材によって頑強に構成されており、そ
の重量も大であるため、腹起し材に対する補強ブロック
の取り付け作業に多くの労力を費やし、安全性の面でも
問題があった。
Further, since the reinforcing block is robustly made of steel in order to prevent the deformation of the upholstery material and its weight is large, it is often used for mounting the reinforcing block to the upholstery material. There was a problem in safety as well because of the labor.

【0012】この発明は、前記事情に着目してなされた
もので、その目的とするところは、腹起し材に対して補
強ブロックの取り付けがワンタッチで行え、補強ブロッ
クの取り付け作業性の向上を図ることができる腹起し材
用補強ブロックを提供することにある。
The present invention has been made in view of the above circumstances, and an object of the invention is to attach the reinforcing block to the uprising member with one-touch, thereby improving the workability of attaching the reinforcing block. An object of the present invention is to provide a reinforcing block for a waving material that can be achieved.

【0013】[0013]

【課題を解決するための手段および作用】この発明は、
前記目的を達成するために、請求項1は、山留め用パネ
ルの内側に配設される腹起し材に取り付けられ、この腹
起し材に対して連結される切り梁からの荷重を受けるた
めの腹起し材用補強ブロックにおいて、前記補強ブロッ
クは、腹起し材の相対向する側壁の内側に挿入される一
対の側板と、これら側板間に連結する補強板と、前記少
なくとも一方の側板にその端縁部から連続して略L字状
に屈曲して設けられ前記腹起し材の側壁から突設するボ
ルトを挿通するとともに同ボルトに対して掛止され補強
ブロックを支持するボルト挿通孔とから構成されている
ことを特徴とする。
Means and Actions for Solving the Problems
In order to achieve the above object, claim 1 is adapted to receive a load from a beam which is attached to and is connected to a reinforced member arranged inside a cleat panel. In the reinforcing block for the upholstery member, the reinforcing block includes a pair of side plates that are inserted inside opposite side walls of the uprising member, a reinforcing plate that is connected between the side plates, and the at least one side plate. A bolt, which is continuously bent from the end edge portion thereof and is bent into a substantially L-shape, and which projects from the side wall of the abutment member, and which is hooked to the bolt and supports the reinforcing block. And a hole.

【0014】請求項2は、山留め用パネルの内側に配設
される腹起し材に取り付けられ、この腹起し材に対して
連結される切り梁からの荷重を受けるための腹起し材用
補強ブロックにおいて、前記補強ブロックは、腹起し材
の相対向する側壁の内側に挿入される一対の側板と、こ
れら側板間に連結する補強板と、前記一方の側板にその
端縁部から連続して略L字状に屈曲して設けられ前記腹
起し材の側壁から突設するボルトを挿通するとともに同
ボルトに対して掛止され補強ブロックを支持するボルト
挿通孔と、前記他方の側板に着脱可能に設けられ前記腹
起し材の側壁に係合して補強ブロックの移動を阻止する
ストッパピンとから構成されていることを特徴とする。
According to a second aspect of the present invention, the upholstery member is attached to the upholstery member disposed inside the mountain retaining panel and receives a load from a cutting beam connected to the upholstery member. In the reinforcing block for use, the reinforcing block includes a pair of side plates that are inserted inside opposite side walls of the uprising member, a reinforcing plate that is connected between the side plates, and the one side plate from its edge portion. A bolt insertion hole that is continuously bent in a substantially L-shape and that is inserted from the side wall of the uprising member and that is hung on the bolt to support the reinforcing block; It is characterized in that it comprises a stopper pin that is detachably provided on the side plate and that engages with the side wall of the waving member to prevent movement of the reinforcing block.

【0015】そして、腹起し材に補強ブロックを位置
し、ボルト挿通孔をボルトに位置決めし、補強ブロック
を腹起し材に嵌入する。ボルトがボルト挿通孔の垂直部
を通過した後、補強ブロック11を横方向にずらすと、
ボルトが水平部の奥部に当接して補強ブロックが腹起し
材の所定位置に位置決めされる。
Then, the reinforcing block is positioned on the uprising member, the bolt insertion hole is positioned on the bolt, and the reinforcing block is fitted into the uprising member. After the bolt has passed through the vertical portion of the bolt insertion hole, when the reinforcing block 11 is laterally displaced,
The bolt is brought into contact with the inner part of the horizontal portion, and the reinforcing block is positioned at a predetermined position of the rising member.

【0016】[0016]

【実施例】以下、この発明の一実施例を図面に基づいて
説明するが、従来と同一構成部分は同一番号を付して説
明を省略する。図1〜図6は、土木建築用山留の腹起し
材補強ブロックを示し、11は鋼板またはアルミニウム
板によって構成された補強ブロックである。この補強ブ
ロック11は、相対向する2枚の側板12,13を有
し、これら側板12,13はその上縁部間に架設された
天板14によって連結されていると共に、天板14の幅
方向の中間部に天板14に対して垂直に設けた補強板1
5によって連結されている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to the drawings. 1 to 6 show a reinforced material reinforcing block of a mountain retaining rod for civil engineering and construction, and 11 is a reinforcing block made of a steel plate or an aluminum plate. The reinforcing block 11 has two side plates 12 and 13 facing each other, and the side plates 12 and 13 are connected by a top plate 14 installed between upper edge portions thereof, and the width of the top plate 14 is increased. Reinforcing plate 1 provided perpendicularly to the top plate 14 in the middle of the direction
They are connected by 5.

【0017】前記天板14は両側板12,13より肉厚
に形成され、補強板15は天板14と一体に形成されて
いるが、別体であってもよく、両側板12,13を天板
14と補強板15とによって支承する構造であればよ
い。さらに、側板12,13の上端部にはその長手方向
に亘って帯状板体からなるストッパプレート16が固定
されており、このストッパプレート16の外側縁は側板
12,13より外側に突出している。
The top plate 14 is formed thicker than the side plates 12 and 13, and the reinforcing plate 15 is formed integrally with the top plate 14, but it may be a separate body. Any structure may be used as long as it is supported by the top plate 14 and the reinforcing plate 15. Further, a stopper plate 16 formed of a band-shaped plate is fixed to the upper ends of the side plates 12 and 13 in the longitudinal direction thereof, and the outer edge of the stopper plate 16 projects outward from the side plates 12 and 13.

【0018】このように構成された補強ブロック11は
切り梁6の端部が固定される腹起し材3に取り付けられ
るもので、具体的にはH形鋼からなる腹起し材3の上部
凹陥部3aと下部凹陥部3bに嵌入されるようになって
おり、このとき側板12,13は腹起し材3の内側壁3
cに対向し、天板14および補強板15は腹起し材3の
側壁3cに対して直角になり、天板14および補強板1
5によって腹起し材3の側壁3c間を補強するようにな
っている。
The reinforcing block 11 constructed in this manner is attached to the uprising member 3 to which the end of the beam 6 is fixed. Specifically, the upper portion of the uprising member 3 made of H-shaped steel. It is adapted to be fitted into the recessed portion 3a and the lower recessed portion 3b, and at this time, the side plates 12 and 13 are the inner wall 3 of the uprising member 3.
facing the c, the top plate 14 and the reinforcing plate 15 are perpendicular to the side wall 3c of the uprising member 3, and the top plate 14 and the reinforcing plate 1
5, the space between the side walls 3c of the uprising member 3 is reinforced.

【0019】前記一方の側板12にはその下端縁部から
連続して略L字状に屈曲する2つのボルト挿通孔17が
設けられている。これらボルト挿通孔17はボルト8の
頭部より広幅の垂直部17aとこの垂直部17aの上端
から同一方向に水平に延びる水平部17bを有してお
り、補強ブロック11を相対的にボルト8に対して押し
下げてボルト8を垂直部17aを通過させたのち、横方
向にずらすことにより、ボルト8を水平部17bの奥部
に当接できるようになっている。
The one side plate 12 is provided with two bolt insertion holes 17 which are continuously bent from the lower end edge thereof and which are bent into a substantially L shape. These bolt insertion holes 17 have a vertical portion 17a wider than the head of the bolt 8 and a horizontal portion 17b extending horizontally in the same direction from the upper end of the vertical portion 17a. The bolt 8 can be brought into contact with the inner part of the horizontal portion 17b by pushing it down to allow the bolt 8 to pass through the vertical portion 17a and then laterally shifting it.

【0020】前記他方の側板13には2つのピン孔18
が穿設されている。これらピン孔18の両側部に位置
し、側板13の内面には係合片19が突設されている。
この係合片19の一方には下部に切欠部19aを有し、
他方には上部に切欠部19aを有しており、ピン孔18
を中心として切欠部19aが点対称的に設けられてい
る。
Two pin holes 18 are formed in the other side plate 13.
Has been drilled. Engaging pieces 19 are provided on both sides of the pin holes 18 and project from the inner surface of the side plate 13.
One of the engaging pieces 19 has a cutout portion 19a at the bottom,
The other has a notch 19a in the upper portion, and the pin hole 18
The notch 19a is provided point-symmetrically with respect to.

【0021】また、ピン孔18には挿脱可能なストッパ
ピン20が設けられている。このストッパピン20は、
ピン孔18に挿入される短管21と、この短管21に対
して直交する支持棒22とからなり、ピン孔18に短管
21を挿入し、その短管21の先端部を前記腹起し材3
の側壁3cに穿設されたボルト孔3dに挿入した状態
で、短管21を回すことにより、支持棒22を切欠部1
9aに係止でき、これによって腹起し材3に対して補強
ブロック11が移動不能にロックされるようになってい
る。
A stopper pin 20 which can be inserted and removed is provided in the pin hole 18. This stopper pin 20
The short tube 21 is inserted into the pin hole 18, and the support rod 22 orthogonal to the short tube 21 is inserted. Sashimi 3
The support rod 22 is turned into the cutout portion 1 by turning the short pipe 21 while being inserted into the bolt hole 3d formed in the side wall 3c.
9a, so that the reinforcement block 11 is immovably locked with respect to the uprising member 3.

【0022】次に、前述のように構成された腹起し材用
補強ブロックを腹起し材に取り付ける手順について説明
する。切り梁6の端部が腹起し材3に当接され、その当
接部がボルト8によって結合されている状態で、その当
接部、つまり切り梁6から集中荷重が加わる部分の腹起
し材3を補強するために、上部凹陥部3aと下部凹陥部
3bの両方に補強ブロック11を取り付ける場合、補強
ブロック11を2つ用意する。
Next, the procedure for attaching the reinforcing block for the uprising member configured as described above to the uprising member will be described. In a state where the end portion of the cut beam 6 is in contact with the rising member 3 and the contact portion is joined by the bolt 8, the contact portion, that is, the portion in which the concentrated load is applied from the cut beam 6 is raised. When the reinforcement blocks 11 are attached to both the upper recessed portions 3a and the lower recessed portions 3b in order to reinforce the shim material 3, two reinforcement blocks 11 are prepared.

【0023】そして、まず、図5に示すように、腹起し
材3の上部凹陥部3aに補強ブロック11を下向きにし
て位置し、ボルト挿通孔17の垂直部17aをボルト8
に位置決めし、補強ブロック11を押し下げると、ボル
ト8がボルト挿通孔17の垂直部17aを通過して補強
ブロック11の側板12,13が腹起し材3の側壁3b
の内側に嵌入されるとともに、ストッパプレート16が
腹起し材3の側壁3cの上端縁部に支持される。次に、
補強ブロック11を横方向にずらすと、ボルト8を水平
部17bの奥部に当接して補強ブロック11が腹起し材
3の所定位置に位置決めされる。
First, as shown in FIG. 5, the reinforcing block 11 is positioned in the upper concave portion 3a of the uprising member 3 with the reinforcing block 11 facing downward, and the vertical portion 17a of the bolt insertion hole 17 is fixed to the bolt 8.
When the reinforcing block 11 is pushed down, the bolt 8 passes through the vertical portion 17a of the bolt insertion hole 17 so that the side plates 12 and 13 of the reinforcing block 11 rise upside up on the side wall 3b.
The stopper plate 16 is supported by the upper edge of the side wall 3c of the uprising member 3 while being fitted inside. next,
When the reinforcing block 11 is laterally displaced, the bolt 8 is brought into contact with the inner portion of the horizontal portion 17b, and the reinforcing block 11 is positioned at a predetermined position of the uprising member 3.

【0024】そして、ストッパピン20の短管21をピ
ン孔18に短管21を挿入し、その短管21の先端部を
腹起し材3の側壁3cに穿設されたボルト孔3dに挿入
した状態で、短管21を反時計回りに回すと、支持棒2
2が切欠部19aに係止され腹起し材3に対して補強ブ
ロック11が移動不能にロックされる。
Then, the short pipe 21 of the stopper pin 20 is inserted into the pin hole 18, and the tip end of the short pipe 21 is inserted into the bolt hole 3d formed in the side wall 3c of the rising member 3. When the short tube 21 is turned counterclockwise in the
2 is locked in the cutout portion 19a, and the reinforcing block 11 is immovably locked to the uprising member 3.

【0025】次に、腹起し材3の下部凹陥部3bに補強
ブロック11を上向きにして位置し、ボルト挿通孔17
の垂直部17aをボルト8に位置決めし、補強ブロック
11を押し上げると、ボルト8がボルト挿通孔17の垂
直部17aを通過して補強ブロック11の側板12,1
3が腹起し材3の側壁3bの内側に嵌入される。次に、
補強ブロック11を横方向にずらすと、ボルト8を水平
部17bの奥部に当接して補強ブロック11が腹起し材
3の所定位置に位置決めされる。そして、前述と同様
に、ストッパピン20によって腹起し材3に対して補強
ブロック11をロックすることにより、図6に示すよう
に腹起し材3に補強ブロック11が固定される。
Next, the reinforcing block 11 is positioned in the lower concave portion 3b of the uprising member 3 with the reinforcing block 11 facing upward, and the bolt insertion hole 17 is formed.
When the vertical portion 17a of the reinforcement block 11 is positioned on the bolt 8 and the reinforcing block 11 is pushed up, the bolt 8 passes through the vertical portion 17a of the bolt insertion hole 17 and passes through the side plates 12, 1 of the reinforcing block 11.
3 is fitted inside the side wall 3b of the uprising member 3. next,
When the reinforcing block 11 is laterally displaced, the bolt 8 is brought into contact with the inner portion of the horizontal portion 17b, and the reinforcing block 11 is positioned at a predetermined position of the uprising member 3. Then, similarly to the above, by locking the reinforcing block 11 with respect to the uprising member 3 by the stopper pin 20, the reinforcing block 11 is fixed to the uprising member 3 as shown in FIG.

【0026】このように側板12に略L字状に屈曲した
ボルト挿通孔17を設けることにより、腹起し材3の下
部凹陥部3bに補強ブロック11を取り付ける場合にお
いても、ボルト8に対してボルト挿通孔17の水平部1
7bが掛止され、補強ブロック11を支持することがで
きるため、補強ブロック11に手を添えることなく、ス
トッパピン20によるロックが可能となり、補強ブロッ
ク11の取り付け作業性の向上を図ることができる。
By providing the side plate 12 with the bolt insertion hole 17 bent into a substantially L-shape in this way, even when the reinforcement block 11 is attached to the lower recessed portion 3b of the uprising member 3, the bolt 8 is attached to the bolt 8. Horizontal part 1 of bolt insertion hole 17
Since 7b is hooked and the reinforcing block 11 can be supported, the reinforcing pin 11 can be locked by the stopper pin 20 without touching the reinforcing block 11, and the workability of attaching the reinforcing block 11 can be improved. .

【0027】なお、前記一実施例においては、側板1
2,13の一方にボルト挿通孔17を設け、他方にピン
孔18を設けたが、両側板12,13にボルト挿通孔1
7を設け、補強ブロック11の取り付け向きが規制され
ない構造でもよい。また、ボルト挿通孔17の水平部1
7bの奥部に凹部を設け、ボルト8が落ち込んで補強ブ
ロック11のずれを防止する構造にすればストッパピン
は不要となる。
In the above embodiment, the side plate 1
Although the bolt insertion hole 17 is provided in one of the side plates 2 and 13 and the pin hole 18 is provided in the other side, the bolt insertion hole 1 is formed in the side plates 12 and 13.
7 may be provided and the mounting direction of the reinforcing block 11 is not restricted. In addition, the horizontal portion 1 of the bolt insertion hole 17
If a recess is provided in the inner part of 7b and the bolt 8 falls to prevent the reinforcing block 11 from shifting, the stopper pin becomes unnecessary.

【0028】[0028]

【発明の効果】以上説明したように、この発明によれ
ば、相対向する側板の少なくとも一方に略L字状に屈曲
したボルト挿通孔を設けることによって、腹起し材の下
部凹陥部に補強ブロックを取り付ける場合においても、
ワンタッチで取り付けることができ、補強ブロックの取
り付けが安全で作業性の向上を図ることができる。ま
た、ストッパピンを設ければ、補強ブロックのずれを防
止でき、簡単な構造で補強ブロックの脱落を防止できる
という効果がある。
As described above, according to the present invention, at least one of the side plates facing each other is provided with the bolt insertion hole bent in a substantially L-shape to reinforce the lower concave portion of the uprising member. Even when installing blocks,
It can be attached with one touch, and the reinforcement block can be attached safely and workability can be improved. Further, if the stopper pin is provided, it is possible to prevent the reinforcing block from being displaced, and it is possible to prevent the reinforcing block from falling off with a simple structure.

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

【図1】この発明の一実施例を示す腹起し材に対して補
強ブロックを取り付ける様子を示す斜視図。
FIG. 1 is a perspective view showing how a reinforcing block is attached to an upholstery material according to an embodiment of the present invention.

【図2】同実施例の補強ブロックの斜視図。FIG. 2 is a perspective view of a reinforcing block of the same embodiment.

【図3】同実施例の補強ブロックの平面図。FIG. 3 is a plan view of a reinforcing block of the same embodiment.

【図4】同実施例の補強ブロックの正面図。FIG. 4 is a front view of the reinforcing block according to the embodiment.

【図5】同実施例の補強ブロックの作用説明図。FIG. 5 is an operation explanatory view of the reinforcing block of the embodiment.

【図6】同実施例の腹起し材に対して補強ブロックを取
り付けた状態の縦断側面図。
FIG. 6 is a vertical cross-sectional side view showing a state in which a reinforcing block is attached to the uprising member of the embodiment.

【図7】従来の腹起し材に補強ブロックを取り付けた状
態の斜視図。
FIG. 7 is a perspective view showing a state in which a reinforcing block is attached to a conventional uprising member.

【符号の説明】[Explanation of symbols]

3…腹起し材 11…補強ブロック 12,13…側板 15…補強板 17…ボルト挿通孔 20…ストッパピン 3… Rising material 11 ... Reinforcement block 12, 13 ... Side plate 15 ... Reinforcing plate 17 ... Bolt insertion hole 20 ... Stopper pin

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 山留め用パネルの内側に配設される腹起
し材に取り付けられ、この腹起し材に対して連結される
切り梁からの荷重を受けるための腹起し材用補強ブロッ
クにおいて、 前記補強ブロックは、腹起し材の相対向する側壁の内側
に挿入される一対の側板と、これら側板間に連結する補
強板と、前記少なくとも一方の側板にその端縁部から連
続して略L字状に屈曲して設けられ前記腹起し材の側壁
から突設するボルトを挿通するとともに同ボルトに対し
て掛止され補強ブロックを支持するボルト挿通孔とから
構成されていることを特徴とする腹起し材用補強ブロッ
ク。
1. A reinforcement block for an upholstery member, which is attached to an upholstery member provided inside a mountain retaining panel and receives a load from a cutting beam connected to the upholstery member. In the, the reinforcing block, a pair of side plates to be inserted inside the side walls of the uprising member facing each other, a reinforcing plate connected between these side plates, the at least one side plate is continuous from its edge portion. And a bolt insertion hole that is bent in a substantially L-shape and that is inserted from the side wall of the uprising member, and that is bolted to the bolt and that supports the reinforcing block. Reinforcement block for upholstery material.
【請求項2】 山留め用パネルの内側に配設される腹起
し材に取り付けられ、この腹起し材に対して連結される
切り梁からの荷重を受けるための腹起し材用補強ブロッ
クにおいて、 前記補強ブロックは、腹起し材の相対向する側壁の内側
に挿入される一対の側板と、これら側板間に連結する補
強板と、前記一方の側板にその端縁部から連続して略L
字状に屈曲して設けられ前記腹起し材の側壁から突設す
るボルトを挿通するとともに同ボルトに対して掛止され
補強ブロックを支持するボルト挿通孔と、前記他方の側
板に着脱可能に設けられ前記腹起し材の側壁に係合して
補強ブロックの移動を阻止するストッパピンとから構成
されていることを特徴とする腹起し材用補強ブロック。
2. A reinforcement block for an upholstery member which is attached to an upholstery member arranged inside a mountain retaining panel and receives a load from a cutting beam connected to the upholstery member. In the, the reinforcing block, a pair of side plates to be inserted inside the side walls facing each other of the uprising member, a reinforcing plate connecting between these side plates, and the one side plate continuously from its edge portion. L
A bolt insertion hole that is bent in a letter shape and that protrudes from the side wall of the uprising member is inserted, and a bolt insertion hole that is hooked to the bolt and supports the reinforcing block, and is removable from the other side plate. A reinforcing block for a waving material, comprising: a stopper pin that is provided to engage a side wall of the waving material and prevent movement of the reinforcing block.
JP17829594A 1994-07-29 1994-07-29 Stiffening block Expired - Fee Related JP3439536B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17829594A JP3439536B2 (en) 1994-07-29 1994-07-29 Stiffening block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17829594A JP3439536B2 (en) 1994-07-29 1994-07-29 Stiffening block

Publications (2)

Publication Number Publication Date
JPH0841875A JPH0841875A (en) 1996-02-13
JP3439536B2 true JP3439536B2 (en) 2003-08-25

Family

ID=16045979

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17829594A Expired - Fee Related JP3439536B2 (en) 1994-07-29 1994-07-29 Stiffening block

Country Status (1)

Country Link
JP (1) JP3439536B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180092499A (en) * 2017-02-09 2018-08-20 주식회사 강구토건 supporting system for strut using wale girders with plural row

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102474455B1 (en) * 2022-05-26 2022-12-06 (주)보운이피씨 Reinforcing structure of wale

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180092499A (en) * 2017-02-09 2018-08-20 주식회사 강구토건 supporting system for strut using wale girders with plural row
KR102008991B1 (en) * 2017-02-09 2019-08-09 주식회사 강구토건 supporting system for strut using wale girders with plural row

Also Published As

Publication number Publication date
JPH0841875A (en) 1996-02-13

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