JPH07113220A - Sloped steel adjustable frame and built-up method thereof - Google Patents

Sloped steel adjustable frame and built-up method thereof

Info

Publication number
JPH07113220A
JPH07113220A JP28181393A JP28181393A JPH07113220A JP H07113220 A JPH07113220 A JP H07113220A JP 28181393 A JP28181393 A JP 28181393A JP 28181393 A JP28181393 A JP 28181393A JP H07113220 A JPH07113220 A JP H07113220A
Authority
JP
Japan
Prior art keywords
frame
steel
flange
screen
vertical
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
JP28181393A
Other languages
Japanese (ja)
Other versions
JP2870683B2 (en
Inventor
Kiyoshi Sano
佐野  清
Masaji Hanai
正次 花井
Isamu Taguchi
勇 田口
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.)
Nippon Steel Metal Products Co Ltd
Original Assignee
Nippon Steel Metal Products Co Ltd
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 Nippon Steel Metal Products Co Ltd filed Critical Nippon Steel Metal Products Co Ltd
Priority to JP28181393A priority Critical patent/JP2870683B2/en
Publication of JPH07113220A publication Critical patent/JPH07113220A/en
Application granted granted Critical
Publication of JP2870683B2 publication Critical patent/JP2870683B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To facilitate built-up of a steel adjustable frame. CONSTITUTION:Two vertical beams for each up and down and two horizontal beams four each front and rear are connected to two vertical column materials on the rear side and two inclined column materials on the front side with bolts to form a hexahedral solid frame. A plurality of screen materials are connected at an appropriate interval between the inclined both right and left column materials to form a steel adjustable frame. Each of the column materials is made of H-shaped steel. The inclined column materials 22 on the front side are connected to the horizontal beams 42 on the front side with the bolts through tapered washers 64 having notches 64a. The horizontal beams 42 are mounted to the vertical surfaces of the tapered washers 64 so as to contact therewith, so that the horizontal beams are freely capable of tuning in the vertical direction, and they can correspond to the inclination of the steel adjustable frame. The process of assembling the steel adjustable frame is such that the vertical beams, horizontal beams and screen materials are, first of all, connected to the column materials and are temporarily fasttened with the bolts to temporarily assemble the steel adjustable frame. After that, the tapered washers 64 are inserted in joint sections between the inclined column materials 22 and horizontal beams 42 or screen materials. Then, the bolts used for temporary fastening are permanently fastened. After the temporary assembly, the tapered washers 64 are loaded, so that good working efficiency of assembly can be obtained.

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,法面を有する土留
め,擁壁,護岸,砂防ダム,堰提等の構築物を構築する
際に用いる法面付き鋼製自在枠およびその組み立て方法
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sloped steel universal frame used for constructing structures such as earth retaining walls, retaining walls, seawalls, erosion control dams, weir pits having slopes, and a method of assembling the frame.

【0002】[0002]

【従来の技術】図9,図10に鋼製自在枠1を用いて例
えば堰提等の構築物を構築する際の施工状態を示す。図
示のように,堰提等の構築物施工場所を掘削した後,柱
材2,奥行梁3,横梁4,スクリーン材5,ブレース6
を連結して鋼製自在枠1を組み立て,必要に応じて鋼製
自在枠1を前後方向(図9で左右方向)に複数連設し,
上に複数段積み重ね,横方向(図10で左右方向)に複
数連設して構築物骨組み7’を構築し,その際隣接する
鋼製自在枠1どうしの境界部の柱材2は共用とし,構築
物骨組み7’の内部にスクリーン材5間の隙間を通らな
い大きさの石等の中詰め材8を充填し,最上段の鋼製自
在枠1の上面に蓋スクリーン材(図示略)を取り付け,
掘削部分に土砂を埋め戻して堰提等の構築物7が構築さ
れる。なお,前記スクリーン材5は構築物骨組み7’の
最外周側面に設けられ,底スクリーン材は最下段の鋼製
自在枠1の底面に設けられる。
2. Description of the Related Art FIGS. 9 and 10 show a construction state when constructing a structure such as a weir, for example, using a steel free frame 1. As shown in the figure, after excavating the construction site of the weir, etc., the pillar material 2, depth beam 3, lateral beam 4, screen material 5, brace 6
By assembling the steel universal frame 1, and if necessary, a plurality of steel universal frames 1 are continuously arranged in the front-rear direction (left-right direction in FIG. 9).
A plurality of columns are stacked on top of each other, and a plurality of columns are arranged in the lateral direction (in the left-right direction in FIG. 10) to construct a building frame 7 ', in which case the pillar material 2 at the boundary between adjacent steel movable frames 1 is shared, The structure frame 7'is filled with a filling material 8 such as a stone having a size that does not pass through the gap between the screen materials 5, and a lid screen material (not shown) is attached to the upper surface of the uppermost steel flexible frame 1. ,
The excavated part is backfilled with earth and sand to construct a structure 7 such as a weir. The screen material 5 is provided on the outermost peripheral side surface of the building frame 7 ', and the bottom screen material is provided on the bottom surface of the lowermost steel movable frame 1.

【0003】上記の構築物7が図示のように傾斜面すな
わち法面Aを持つ場合,この法面Aに位置する鋼製自在
枠1は,図示のようにその前面を法面Aの角度に合わせ
て傾斜させる。この法面付きの鋼製自在枠1の骨組み
は,図11にモデル化して示すように,例えば後側の垂
直な柱材21と,前側の傾斜した柱材22と,上側の奥
行梁31と,ブレース6とで台形枠11を形成し,この
台形枠11を左右に2個間隔をあけて垂直に配置し,両
台形枠11を後側の上下の横梁41および前側の上下の
横梁42で連結して六面体状の立体枠12を形成し,さ
らに,後側のスクリーン材51および前側のスクリーン
材52をそれぞれ後側の左右の柱材21間および前側の
左右の柱材22間に連結した構造である。前記の各柱材
21,22はH形鋼を用いている。なお,図11に示し
た鋼製自在枠1の骨組みは,必ずしも図9に示された鋼
製自在枠の具体的などれかと同一のものを示している訳
ではない。
When the above-mentioned structure 7 has an inclined surface, that is, a slope A as shown in the figure, the steel universal frame 1 located on this slope A has its front surface aligned with the angle of the slope A as shown. Incline. As shown in FIG. 11, the framework of the steel universal frame 1 with the slope includes, for example, a vertical column member 21 on the rear side, an inclined column member 22 on the front side, and a depth beam 31 on the upper side. , The brace 6 and the trapezoidal frame 11 are formed, and the trapezoidal frames 11 are vertically arranged with two spaces left and right, and the trapezoidal frames 11 are formed by the upper and lower horizontal beams 41 on the rear side and the upper and lower horizontal beams 42 on the front side. The hexahedron-shaped three-dimensional frame 12 is connected to each other, and the rear screen member 51 and the front screen member 52 are connected between the rear left and right pillar members 21 and between the front left and right pillar members 22, respectively. It is a structure. Each of the column members 21 and 22 is made of H-shaped steel. The skeleton of the steel universal frame 1 shown in FIG. 11 does not necessarily show the same one of the concrete steel universal frames shown in FIG.

【0004】ところで,上記の鋼製自在枠1は,図10
に示すように,施工完了後に地盤の変動により横方向
(左右方向)の傾斜が生じた場合にその傾斜に無理なく
追随して横梁41,42が傾斜し正面から見て平行四辺
形状に変位できる必要があり,また,横方向に傾斜のあ
る地盤に鋼製自在枠1を傾斜させて設置する場合も同様
に平行四辺形状に変位させられる必要があるため,前述
の横梁41,42は左右の柱材21(または22)に対
して垂直方向に回動可能に連結している。この場合,横
梁41を後側の垂直な柱材21に垂直方向に回動可能に
連結するための構造としては,横梁41を単に前後方向
に水平な1本のボルトにより柱材21に連結するだけで
よい。しかし,横梁42を前側の傾斜した柱材22に単
に当ててボルト連結すると,横梁42を垂直方向に回動
させた時連結部分にねじれが生じ部材が破損するおそれ
があるので,横梁42を前側の傾斜した柱材22に垂直
方向に回動可能に連結するためには,特別な工夫を要す
る。
By the way, the above-mentioned steel free frame 1 is shown in FIG.
As shown in Fig.7, when the lateral change (left-right direction) is caused by the change of the ground after the completion of construction, the lateral beams 41 and 42 can be naturally inclined to follow the inclination and can be displaced into a parallelogram shape when viewed from the front. It is necessary to displace the steel universal frame 1 in a tilted manner in the lateral direction, and it is also necessary to displace it in the parallelogram shape. It is connected to the pillar member 21 (or 22) so as to be vertically rotatable. In this case, as a structure for connecting the horizontal beam 41 to the vertical column member 21 on the rear side so as to be rotatable in the vertical direction, the horizontal beam 41 is simply connected to the column member 21 by a single horizontal bolt in the front-rear direction. Just enough. However, if the horizontal beam 42 is simply applied to the front slanted column member 22 and bolt-connected, the horizontal beam 42 may be twisted at the connecting portion when the horizontal beam 42 is rotated in the vertical direction and the member may be damaged. In order to connect the slanted column member 22 so as to be rotatable in the vertical direction, a special device is required.

【0005】従来は,横梁42を前側の傾斜したH形鋼
による柱材22に垂直方向に回動可能に連結するため
に,図12に示すように,前側の傾斜した柱材22の相
対向するフランジ22aの内面に,垂直面を有する受け
台13を固設し,横梁42の端部をこの受け台13間に
挿入し,ボルトおよびナットで連結していた(実公昭6
1−26424号参照)。なお,前側のスクリーン材5
2についても,前記と同様に垂直面を有する受け台を柱
材22のフランジ22aの片側に固設し,その受け台の
垂直面にボルトとナットで連結していた。
Conventionally, as shown in FIG. 12, in order to connect the horizontal beam 42 to the column member 22 made of inclined H-section steel on the front side so as to be rotatable in the vertical direction, the column members 22 on the front side are opposed to each other. The pedestal 13 having a vertical surface is fixed to the inner surface of the flange 22a, and the end of the cross beam 42 is inserted between the pedestals 13 and is connected by bolts and nuts (Actual Publication 6).
1-26424). In addition, the front screen material 5
Also in No. 2, similarly to the above, a pedestal having a vertical surface was fixed to one side of the flange 22a of the column member 22 and connected to the vertical surface of the pedestal with bolts and nuts.

【0006】しかし,図12に示した柱材22と横梁4
2との連結構造は,横梁42に対する垂直な取付面を形
成するために受け台13を柱材22に固設するものであ
るから,柱材22の製作に工数を要しコストが高くな
り,また,柱材22の対向するフランジ22a間隔サイ
ズと横梁42の幅サイズとの組み合わせに制約がある。
However, the column member 22 and the cross beam 4 shown in FIG.
In the connection structure with 2, the pedestal 13 is fixed to the column member 22 in order to form a vertical mounting surface for the horizontal beam 42. Therefore, the number of steps required for manufacturing the column member 22 is high and the cost is high. In addition, there is a restriction on the combination of the space size between the facing flanges 22a of the column member 22 and the width size of the cross beam 42.

【0007】そこで,本出願人は,図13に示すよう
に,柱材22の傾斜に合わせたテーパーによる垂直面を
持ち,丸穴15aをあけたテーパーワッシャー15を用
いる連結構造を採用するようにした。この場合,柱材2
2のウエブ部22bに取付プレート16を固設して,横
梁42のテーパーワッシャー15側と反対側をこの取付
プレート16にボルトで固定する。なお,前側のスクリ
ーン材52についても,前記と同様に垂直面を持つ丸穴
付きのテーパーワッシャーを用いて連結する。この方法
によれば,部品(受け台13)を柱材22に固設するも
のでないから,柱材22の製作が簡略化され,また,柱
材22と横梁42のサイズの組み合わせに制約が少な
い。
Therefore, the present applicant, as shown in FIG. 13, adopts a connecting structure using a tapered washer 15 having a vertical surface by a taper adapted to the inclination of the column member 22 and having a circular hole 15a. did. In this case, the pillar material 2
The mounting plate 16 is fixed to the second web portion 22b, and the side of the cross beam 42 opposite to the tapered washer 15 side is fixed to the mounting plate 16 with a bolt. The front screen material 52 is also connected by using a tapered washer with a round hole having a vertical surface as described above. According to this method, since the component (the pedestal 13) is not fixedly mounted on the pillar member 22, the manufacture of the pillar member 22 is simplified, and there are few restrictions on the combination of the size of the pillar member 22 and the cross beam 42. .

【0008】[0008]

【発明が解決しようとする課題】しかし,上述の丸穴付
きのテーパーワッシャー15を用いる連結方式は,現場
での施工性に若干の問題がある。すなわち,柱材22と
横梁42またはスクリーン材52との2つの部材の連結
に当たって,第3の別部品である小さなテーパーワッシ
ャー15の穴15aにボルトを通す作業は容易でなく,
作業性が悪い。特に,最下段の鋼製自在枠1における下
側の横梁42を柱材22に連結する場合は,地面にほと
んど接する作業であり,極めて作業性が悪い。
However, the connection method using the above-described tapered washer 15 with a round hole has some problems in workability on site. That is, when connecting the two members of the column member 22 and the cross beam 42 or the screen member 52, it is not easy to pass the bolt through the hole 15a of the small taper washer 15 which is the third separate component.
Workability is poor. In particular, when the lower horizontal beam 42 of the lowermost steel movable frame 1 is connected to the column member 22, the work is almost in contact with the ground and the workability is extremely poor.

【0009】本発明は上記事情に鑑みてなされたもの
で,組み立て作業を容易に行うことができる法面付き鋼
製自在枠およびその組み立て方法を提供することを目的
とする。
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a steel universal frame with a sloped surface and an assembling method thereof, which facilitates the assembling work.

【0010】[0010]

【課題を解決するための手段】上記課題を解決する本発
明は,フランジ面を前後方向に向けたH形断面の前後の
柱材とこの前後の柱材の上端間および下端間に連結され
る奥行梁とで,少なくとも前側の柱材が法面の角度で傾
斜した台形枠を形成し,この台形枠を2個左右に間隔を
あけて垂直に配置するとともに,前側および後側につい
てそれぞれ左右の柱材の上端間および下端間に横梁をそ
れぞれ垂直方向に回動可能に連結して六面体状の立体枠
を形成し,かつ,少なくとも前側の左右の柱材間に前記
横梁と平行で高さ方向に間隔をあけた複数のスクリーン
材をそれぞれ垂直方向に回動可能に連結してなる法面付
き鋼製自在枠であって,前記前側の柱材のフランジ内面
側に前記横梁の端部を配置するとともに,この柱材のフ
ランジと横梁またはスクリーン材とを,前後方向に水平
なボルトにより,柱材の傾斜したフランジ内面に当てた
時に垂直となる垂直面を持ち,かつボルト挿通用の切り
欠きを持つテーパーワッシャーを介在させて連結したこ
とを特徴とする。なお上記において,少なくとも前側の
柱材とは,前後を逆に表現すれば少なくとも後側の柱材
ということになり,したがった,前後の柱材の少なくと
も一方の柱材ということと同義である。
SUMMARY OF THE INVENTION According to the present invention for solving the above-mentioned problems, a front and rear column member having an H-shaped cross section with a flange surface oriented in the front-rear direction and upper and lower ends of the front and rear column members are connected. With the depth beam, at least the front pillar material forms a trapezoidal frame that is inclined at the angle of the slope, and two trapezoidal frames are vertically arranged with a space left and right. A horizontal beam is rotatably connected vertically between the upper and lower ends of a column member to form a hexahedral solid frame, and at least between the left and right front column members in parallel with the horizontal beam in the height direction. A steel free frame with a sloped surface formed by connecting a plurality of screen members spaced apart from each other so as to be rotatable in the vertical direction, and the end portions of the transverse beams are arranged on the flange inner surface side of the front side column member. In addition, the flange of this pillar and the cross beam The screen material was connected by horizontal bolts in the front-rear direction with a tapered washer having a vertical surface that was vertical when it was applied to the inclined flange inner surface of the pillar material, and a notch for inserting the bolt. Is characterized by. In the above description, at least the front side pillar material is at least the rear side pillar material if the front and back are expressed in reverse, and is therefore synonymous with at least one of the front and rear pillar materials.

【0011】請求項3は,前記テーパーワッシャーの切
り欠きがテーパー方向に対して直角方向に開放されてい
ることを特徴とする。
According to a third aspect of the present invention, the notch of the taper washer is opened in a direction perpendicular to the taper direction.

【0012】[0012]

【作用】上記の法面付き鋼製自在枠の組み立てにおい
て,各柱材に奥行梁,横梁,スクリーン材を連結するに
際して,少なくとも傾斜した前側の左右の柱材とこの柱
材のフランジ内面側に端部を配置される横梁またはスク
リーン材とのボルトによる連結は仮締めにより行って,
鋼製自在枠を仮組み立てする。その後,前記仮締めのボ
ルトの,柱材のフランジ内面と横梁またはスクリーン材
との隙間部分に前記テーパーワッシャーの切り欠きを嵌
装させ,その後,前記仮締めのボルトの本締めを行う。
これにより,法面付き鋼製自在枠が組み立てられる。横
梁またはスクリーン材は,テーパーワッシャーの垂直面
に接触する状態で前側の傾斜した柱材に連結されるの
で,柱材の傾斜に拘らず垂直方向に回動可能であり,部
材にねじれが生じて破損するおそれのない安定した構造
体となる。そして,仮組み立てにおける柱材と横梁また
はスクリーン材との連結作業の際には,小さな部品であ
る丸穴付きのテーパーワッシャーを介在させる必要がな
いので,作業は容易である。
[Operation] When assembling the steel frame with slopes described above, when connecting the depth beam, the horizontal beam, and the screen member to each column member, at least the left and right inclined column members and the flange inner surface side of this column member are connected. The connection with the cross beam or the screen material where the ends are arranged by bolts is done by temporary tightening,
Temporarily assemble the free steel frame. After that, the notch of the taper washer is fitted into the gap between the inner surface of the flange of the pillar and the cross beam or the screen of the temporarily tightened bolt, and then the temporarily tightened bolt is finally tightened.
As a result, the steel frame with slope is assembled. Since the cross beam or screen material is connected to the front slanted column member in contact with the vertical surface of the taper washer, it can be rotated in the vertical direction regardless of the slant of the column member, and the member is twisted. A stable structure with no risk of damage. Further, when connecting the column member and the cross beam or the screen member in the temporary assembly, it is not necessary to interpose a tapered washer with a round hole, which is a small part, so the work is easy.

【0013】請求項3によれば,テーパーワッシャーは
H形断面である柱材のフランジ間の狭いスペースに横か
ら挿入することができ,作業空間的にテーパーワッシャ
ーを装着する作業が容易である。また,テーパーワッシ
ャーの切り欠きが上向きとなるように配置する場合で
も,テーパーワッシャーが落下することはなく,この点
でも作業性が良好である。
According to the third aspect, the taper washer can be inserted laterally into the narrow space between the flanges of the pillar material having an H-shaped cross section, and the work of installing the taper washer is easy in terms of working space. Also, even when the taper washer is arranged so that the notch faces upward, the taper washer does not drop, and workability is also good in this respect.

【0014】[0014]

【実施例】以下,本発明の一実施例を図1〜図11を参
照して説明する。本発明の法面付き鋼製自在枠1は,基
本的な骨組み構造としては従来と同様で,例えば図11
に示した通りである。実施例の具体的構造を図8の斜視
図により説明すると,後側の垂直な柱材21と法面Aの
角度で傾斜した前側の傾斜した柱材22とはH形鋼を用
いるが,いずれもそのフランジ21a,22aが前後方
向を向くように配置する。そして,後側の柱材21と前
側の柱材22との上端間および下端間に前後方向に延び
る水平な奥行梁31および32を連結し,かつブレース
6を斜めに架け渡して,台形枠11を形成する。そし
て,この台形枠11を2個左右に間隔をあけて垂直に配
置するとともに,垂直な後側の柱材21の上端間および
下端間に横梁41をそれぞれ垂直方向に回動可能に連結
し,かつ傾斜した前側の柱材22の上端間および下端間
に横梁42を垂直方向に回動可能に連結して六面体状の
立体枠12を形成する。さらに,後側の左右の柱材2
1,21間に前記横梁41と平行で高さ方向に間隔をあ
けた複数のスクリーン材51をそれぞれ垂直方向に回動
可能に連結し,かつ前側の左右の柱材22,22間に前
記横梁42と平行で高さ方向に間隔をあけた複数のスク
リーン材52をそれぞれ垂直方向に回動可能に連結す
る。この実施例では,奥行梁31,32,横梁41,4
2,スクリーン材51,52,ブレース6は,いずれも
溝形鋼を用いている。なお,この鋼製自在枠1が堰提等
の構築物骨組み7’(図9,図10参照)の最下段に配
置されるものである場合は,下側の例えば前後の横梁4
1,42間に,複数の底スクリーン材(図示略)を石等
の中詰め材が通過しない間隔で連結する。また,構築物
骨組み7’の最上段に配置されるものである場合は,構
築物骨組み7’の内部に石等の中詰め材を充填した後,
上側の例えば前後の横梁41,42間に複数の蓋スクリ
ーン材(図示略)を間隔をあけて連結する。なお,図8
に示した鋼製自在枠1は,必ずしも図9に示された鋼製
自在枠の具体的などれかと同一のものを示している訳で
はない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. The sloped steel universal frame 1 of the present invention has the same basic frame structure as that of the conventional one.
As shown in. The concrete structure of the embodiment will be described with reference to the perspective view of FIG. 8. H-shaped steel is used for the vertical column member 21 on the rear side and the inclined column member 22 on the front side inclined at the angle of the slope A. Also, the flanges 21a and 22a thereof are arranged so as to face the front-rear direction. Then, horizontal depth beams 31 and 32 extending in the front-rear direction are connected between the upper ends and the lower ends of the rear-side column member 21 and the front-side column member 22, and the brace 6 is bridged diagonally to form a trapezoidal frame 11. To form. Then, two trapezoidal frames 11 are arranged vertically with a space left and right, and horizontal beams 41 are vertically rotatably connected between the upper ends and the lower ends of the vertical rear column members 21, respectively. In addition, the horizontal beams 42 are rotatably connected in the vertical direction between the upper ends and the lower ends of the inclined front side column members 22 to form the hexahedral solid frame 12. Further, the left and right pillar members 2 on the rear side
1, a plurality of screen members 51 parallel to the horizontal beam 41 and spaced in the height direction are rotatably connected in the vertical direction, and the horizontal beam is provided between the left and right front pillar members 22, 22. A plurality of screen members 52 that are parallel to 42 and are spaced apart in the height direction are rotatably connected in the vertical direction. In this embodiment, the depth beams 31, 32, the horizontal beams 41, 4
2, the screen members 51, 52, and the brace 6 are all made of channel steel. When the steel flexible frame 1 is arranged at the bottom of the structure frame 7 '(see FIGS. 9 and 10) such as a weir, the lower beam, for example, the front and rear cross beams 4 is used.
A plurality of bottom screen materials (not shown) are connected between 1 and 42 at intervals such that a filling material such as stone does not pass through. In addition, in the case where it is arranged at the uppermost stage of the building frame 7 ', after filling the inside of the building frame 7'with a filling material such as stones,
A plurality of lid screen members (not shown) are connected at intervals between the upper and lower horizontal beams 41, 42, for example. Note that FIG.
The steel flexible frame 1 shown in Fig. 9 does not necessarily show the same one of the concrete steel flexible frames shown in Fig. 9.

【0015】各部材の連結部の詳細を説明すると,前側
の傾斜した柱材22と下側の横梁42および奥行梁32
とは,図1,図2に示すように連結する。すなわち,溝
形の横梁42の端部のフランジ42bに穴42aをあ
け,柱材22のウエブ部22bに穴60a付きの取付プ
レート60を垂直面をなすように溶接固定し,一方,溝
形断面の奥行梁32の端部の底部に,柱材22のフラン
ジ22aに当てる板材61aとこれに突き合わせ溶接固
定した板材61bとからなるガセットプレート61を溶
接固定し,柱材22のフランジ22aとガセットプレー
ト61とをボルト62およびナット63により連結し,
横梁42の片側のフランジ42bを柱材22のフランジ
22aにテーパーワッシャー64を介在させてボルト6
5およびナット66により連結し,横梁42の他側のフ
ランジ42bを前記取付プレート60にボルト67,お
よびナット68により連結している。テーパーワッシャ
ー64は柱材22のフランジ22aに接触させた時垂直
面を形成するので,これに接触する横梁42は垂直方向
に回動可能である。なお,この実施例では前記ボルト6
5でガセットプレート61を柱材22,横梁42と一緒
に結合している。前記テーパーワッシャー64は,図7
(イ),(ロ)にも詳細を示すように,テーパー方向に
対して直交する方向に開放した切り欠き64aを持ち,
そしてそのテーパーの角度は傾斜した柱材22のフラン
ジ22aに接触させた時垂直面が形成される角度とされ
ている。
Explaining the details of the connecting portion of each member, the inclined column member 22 on the front side, the horizontal beam 42 on the lower side, and the depth beam 32.
And are connected as shown in FIGS. That is, a hole 42a is made in the flange 42b at the end of the groove-shaped cross beam 42, and a mounting plate 60 having a hole 60a is welded and fixed to the web portion 22b of the column member 22 so as to form a vertical surface. A gusset plate 61 composed of a plate material 61a that is applied to the flange 22a of the column member 22 and a plate material 61b that is butt welded and fixed to the flange member 22a of the column member 22 is welded and fixed to the bottom portion of the end beam of the column beam 22, and the flange 22a of the column member 22 and the gusset plate 61 is connected by a bolt 62 and a nut 63,
The flange 42b on one side of the horizontal beam 42 is attached to the flange 22a of the column member 22 with a taper washer 64 interposed between the bolt 6 and the bolt 6
5 and a nut 66, and the flange 42b on the other side of the horizontal beam 42 is connected to the mounting plate 60 by a bolt 67 and a nut 68. The tapered washer 64 forms a vertical surface when it comes into contact with the flange 22a of the column member 22, so that the horizontal beam 42 that comes into contact therewith is vertically rotatable. In this embodiment, the bolt 6
At 5, the gusset plate 61 is joined together with the column member 22 and the cross beam 42. The taper washer 64 is shown in FIG.
As shown in detail in (a) and (b), it has a notch 64a opened in a direction orthogonal to the taper direction,
The angle of the taper is such that a vertical surface is formed when the flange 22a of the slanted column member 22 is contacted.

【0016】前記前側の柱材22と前側のスクリーン材
52との連結部の詳細を説明すると,図3,図4に示す
ように,柱材22のフランジ22aに穴22cをあけ,
スクリーン材52の端部に穴52aをあけ,前記のテー
パーワッシャー64と同じテーパー角度を有し横向きの
切り欠き70aをあけたテーパーワッシャー70を介在
させ,ボルト71およびナット72により連結してい
る。テーパーワッシャー70は柱材22のフランジ22
aに接触させた時垂直面を形成するので,これに接触す
るスクリーン材52は垂直方向に回動可能である。
The details of the connecting portion between the front side pillar member 22 and the front side screen member 52 will be described. As shown in FIGS. 3 and 4, a hole 22c is formed in the flange 22a of the pillar member 22.
A hole 52a is formed at the end of the screen member 52, and a taper washer 70 having the same taper angle as the above-mentioned taper washer 64 and having a lateral cutout 70a is interposed and connected by a bolt 71 and a nut 72. The taper washer 70 is provided on the flange 22 of the column member 22.
Since a vertical surface is formed when it contacts a, the screen material 52 that contacts this is rotatable in the vertical direction.

【0017】前側の柱材22の上端部と横梁42との連
結部近傍の詳細を図5に示す。上側の横梁42は,柱材
22の前側のフランジ22aに,前記と同様な構造で,
すなわち切り欠き64a付きのテーパーワッシャー64
を介在させてボルト65およびナット66により連結
し,かつ,柱材22に溶接固定した取付プレート60に
ボルト67およびナット68により連結している。な
お,積み重ねた鋼製自在枠1の上下の境界部分について
は,いずれか一方の鋼製自在枠1の横梁は図示の通り省
略することができる。また,ブレース6は,奥行梁31
(または32)に溶接固定したガセットプレート73を
柱材22(または21)にボルト74およびナット75
で固定し,このガセットプレート73にボルト76およ
びナットで連結している。
FIG. 5 shows the details of the vicinity of the connecting portion between the upper end portion of the front pillar member 22 and the lateral beam 42. The upper cross beam 42 has the same structure as the above on the front flange 22a of the pillar member 22,
That is, the tapered washer 64 with the notch 64a
Are connected via bolts 65 and nuts 66, and are also connected to the mounting plate 60 welded and fixed to the column member 22 by bolts 67 and nuts 68. Regarding the upper and lower boundary portions of the stacked steel flexible frames 1, the horizontal beams of either one of the steel flexible frames 1 can be omitted as shown. In addition, the brace 6 is a depth beam 31.
(Or 32) by welding and fixing the gusset plate 73 to the pillar member 22 (or 21) with bolts 74 and nuts 75.
And is connected to the gusset plate 73 with bolts 76 and nuts.

【0018】また,後側の垂直な柱材21と下側の横梁
41または奥行梁32との連結部の詳細を説明すると,
図6に示すように,垂直な柱材21のフランジ21a
に,奥行梁31に溶接固定したガセットプレート77と
横梁41の片側のフランジ41bとを当て,ボルト78
およびナット79で連結し,また,横梁41の反対側の
フランジ41bは,単に柱材21のフランジ21aにボ
ルト80およびナット81で連結している。この垂直な
柱材21は,フランジ21aが垂直な面となるので,単
にボルトおよびナットで連結するだけで横梁41は無理
なく垂直方向に回動可能である。また,後側の柱材21
とスクリーン材51との連結は,同じく図6中に示すよ
うに,単にボルト82およびナット83で連結してい
る。これにより,スクリーン材51は無理なく垂直方向
に回動可能である。
Further, the details of the connecting portion between the rear vertical column member 21 and the lower horizontal beam 41 or the depth beam 32 will be described.
As shown in FIG. 6, the flange 21a of the vertical column member 21
The gusset plate 77 welded and fixed to the depth beam 31 and the flange 41b on one side of the horizontal beam 41, and the bolt 78
The flange 41b on the opposite side of the horizontal beam 41 is simply connected to the flange 21a of the column member 21 with a bolt 80 and a nut 81. Since the flange 21a of the vertical column member 21 is a vertical surface, the horizontal beam 41 can be easily rotated in the vertical direction by simply connecting the bolts and nuts. Also, the rear pillar material 21
The screen member 51 and the screen member 51 are simply connected by bolts 82 and nuts 83 as shown in FIG. Thereby, the screen material 51 can be rotated in the vertical direction without difficulty.

【0019】上記の鋼製自在枠1を組み立てる場合,各
柱材21,22に奥行梁31,32,横梁41,42,
スクリーン材51,52を連結するに際して,少なくと
も左右の柱材21,22とこの柱材21,22のフラン
ジ21a,22a内面側に端部を配置される横梁41,
42またはスクリーン材51,52との各ボルト65,
67,71,78,80,82による連結は仮締めによ
り行って,スクリーン材51,52を備えた六面体状の
立体枠12を仮組み立てする。なお,実際には,仮組み
立てする際の各柱材21,22と奥行梁31,32,横
梁41,42,スクリーン材51,52とのボルトによ
る連結は,すべて仮締めにより行う。その後,前記仮締
めのボルトのうち前側の柱材22に横梁42またはスク
リーン材52を連結するボルト65,71については,
柱材22のフランジ22a内面と横梁42またはスクリ
ーン材52との隙間部分にテーパーワッシャー64の切
り欠き64aを嵌装させる。その後,前記のすべての仮
締めのボルトについて本締めを行う。これにより,法面
付き鋼製自在枠が組み立てられる。なお,実際の構築物
骨組み構築においては,各鋼製自在枠1を個々に独立し
て組み立てるものではなく,隣接する鋼製自在枠1どう
しは,柱材21または22を共用する形で横梁あるいは
奥行梁を連結して,順次鋼製自在枠1を連設していく。
When assembling the steel flexible frame 1 described above, the depth beams 31, 32, the transverse beams 41, 42, and
At the time of connecting the screen members 51 and 52, at least the left and right column members 21 and 22 and the horizontal beams 41 whose ends are arranged on the inner surface side of the flanges 21a and 22a of the column members 21 and 22,
42 or each bolt 65 with the screen material 51, 52,
The connection by 67, 71, 78, 80, 82 is performed by temporary tightening to temporarily assemble the hexahedron-shaped three-dimensional frame 12 including the screen materials 51, 52. Actually, all the column members 21 and 22 and the depth beams 31, 32, the lateral beams 41, 42, and the screen members 51, 52 at the time of temporary assembly are connected by bolts by temporary fastening. After that, regarding the bolts 65 and 71 that connect the horizontal beam 42 or the screen material 52 to the front side column member 22 among the temporarily tightened bolts,
The notch 64a of the tapered washer 64 is fitted in the gap between the inner surface of the flange 22a of the column member 22 and the horizontal beam 42 or the screen member 52. After that, all the temporary tightening bolts are finally tightened. As a result, the steel frame with slope is assembled. In the actual construction of the frame structure, the steel flexible frames 1 are not individually assembled, but the adjacent steel flexible frames 1 share a column member 21 or 22 with a cross beam or a depth. The beams are connected, and the steel universal frames 1 are sequentially installed.

【0020】上記のように鋼製自在枠1の組み立て作業
において,仮組み立て時の前側の傾斜した柱材22と横
梁42またはスクリーン材52との連結作業の際には,
小さな部品である丸穴付きのテーパーワッシャーを介在
させる必要がないので,部材どうしの連結作業は著しく
容易である。また,傾斜した柱材22に連結される横梁
42あるいはスクリーン材52は垂直面を持つテーパー
ワッシャー64あるいは70に接する状態で取り付けら
れているので,垂直方向に回動可能である。したがっ
て,鋼製自在枠1の設置後地盤の変動により鋼製自在枠
1に横方向の傾斜が生じた場合,あるいは,傾斜した地
盤に鋼製自在枠1を傾斜させて設置する場合に,その傾
斜に追随して横梁42が平容易に行四辺形に変形できる
ので,部材にねじれ力が作用して破損するおそれのない
安定した構造体となる。
In the assembling work of the steel universal frame 1 as described above, at the time of connecting the front slanted column member 22 and the horizontal beam 42 or the screen member 52 at the time of temporary assembly,
Since it is not necessary to interpose a tapered washer with a round hole, which is a small part, the work of connecting the members is extremely easy. Further, since the horizontal beam 42 or the screen member 52 connected to the slanted column member 22 is attached in contact with the tapered washer 64 or 70 having a vertical surface, it can be rotated in the vertical direction. Therefore, when the steel universal frame 1 is laterally inclined due to the fluctuation of the ground after the installation of the steel universal frame 1, or when the steel universal frame 1 is installed on the inclined ground with the inclination, Since the horizontal beam 42 can be easily deformed into a row quadrangle following the inclination, a stable structure is obtained in which there is no risk of damage due to the twisting force acting on the member.

【0021】また,テーパーワッシャー64,70の切
り欠き64a,70aの方向がテーパー方向に対して直
交するので,テーパーワッシャー64,70はH形断面
である柱材22のフランジ間の狭いスペースに横から挿
入することができる。したがって,テーパーワッシャー
64,70を装着する作業は,これをボルトに上または
下から嵌装させる場合と比較して,作業空間的に容易で
ある。また,切り欠きの向きがテーパー方向と同方向で
あれば,テーパーワッシャーの切り欠きが上向きとなる
ように配置する場合(すなわち柱材22の外側(図5で
左側)のフランジ22aに配置する場合)には,テーパ
ーワッシャーが容易に落下するので,作業性が悪いが,
上述のように切り欠き64a,70aをテーパー方向と
直交して設けると,そのような不都合は生じない。
Further, since the directions of the notches 64a and 70a of the taper washers 64 and 70 are perpendicular to the taper direction, the taper washers 64 and 70 are laterally arranged in a narrow space between the flanges of the column member 22 having an H-shaped cross section. Can be inserted from. Therefore, the work of mounting the tapered washers 64, 70 is easier in terms of work space than the case of fitting the taper washers 64, 70 on the bolts from above or below. Also, if the cutout is oriented in the same direction as the taper direction, the taper washer is arranged so that the cutout faces upward (that is, when it is arranged on the flange 22a on the outer side (left side in FIG. 5) of the column member 22). ), The taper washer easily falls, so workability is poor, but
If the notches 64a and 70a are provided orthogonally to the taper direction as described above, such inconvenience does not occur.

【0022】なお,本発明における柱材は溶接によりH
形断面にしたものでもよい。要するに,横梁またはスク
リーン材をボルト連結可能なフランジを持つH形断面を
なすものであればよい。また,実施例では柱材22と横
梁42とガセットプレート61を固定した奥行梁32と
を一緒に連結しているが,奥行梁32は横梁42とは別
に柱材22に連結することもできる。また,鋼製自在枠
1が両法面である場合,すなわち後側の柱材21も傾斜
させる場合には,当然この後側の柱材に横梁あるいはス
クリーン材を連結するために本発明を適用することがで
きる。
The pillar material according to the present invention is made of H by welding.
It may have a cross section. In short, it is sufficient if the cross beam or the screen material has an H-shaped cross section having a flange to which bolts can be connected. Further, in the embodiment, the column member 22, the horizontal beam 42, and the depth beam 32 to which the gusset plate 61 is fixed are connected together, but the depth beam 32 may be connected to the column member 22 separately from the horizontal beam 42. Further, when the steel free frame 1 has both slopes, that is, when the rear column member 21 is also inclined, the present invention is naturally applied to connect the cross beam or the screen member to the rear column member. can do.

【0023】[0023]

【発明の効果】本発明の法面付き鋼製自在枠およびその
組み立て方法によれば,切り欠き付きのテーパーワッシ
ャーを用いているので,仮組み立てした後にテーパーワ
ッシャーを装着することができ,仮組み立て時の柱材と
横梁またはスクリーン材との連結作業の際には,小さな
部品である丸穴付きのテーパーワッシャーを介在させる
必要がないので,部材どうしの連結作業は著しく容易で
あり,法面付き鋼製自在枠の組み立ての作業性が向上す
る。また,柱材のフランジに接触させた時に垂直面を形
成するテーパーワッシャーが介在していることにより,
柱材に連結される横梁あるいはスクリーン材は垂直面に
接する状態で取り付けられ,したがって垂直方向に回動
可能である。したがって,鋼製自在枠の設置後地盤の変
動により鋼製自在枠に横方向の傾斜が生じた場合,ある
いは,傾斜した地盤に鋼製自在枠を傾斜させて設置する
場合に,その傾斜に追随して横梁が平行四辺形に変形で
きるので,部材にねじれ力が作用して破損するおそれの
ない安定した構造体となる。
According to the steel frame with sloped surface and the assembling method thereof of the present invention, since the tapered washer with the notch is used, the tapered washer can be mounted after the temporary assembling. At the time of connecting the column and the cross beam or screen material at the time, it is not necessary to interpose a tapered washer with a round hole, which is a small part, so it is extremely easy to connect the members, and with a slope. The workability of assembling the steel flexible frame is improved. Also, due to the interposition of a tapered washer that forms a vertical surface when contacting the flange of the column material,
The cross beam or screen member connected to the pillar member is attached in contact with the vertical surface, and is therefore rotatable in the vertical direction. Therefore, when the steel universal frame is laterally tilted due to the fluctuation of the ground after the installation of the steel universal frame, or when the steel universal frame is installed on the sloping ground with an inclination, the inclination is followed. Since the horizontal beam can be deformed into a parallelogram, a stable structure is obtained in which there is no risk of damage due to the torsional force acting on the member.

【0024】請求項3によれば,切り欠きの方向がテー
パー方向に対して直交するので,テーパーワッシャーは
H形断面である柱材のフランジ間の狭いスペースに横か
ら挿入することができ,作業空間的にテーパーワッシャ
ーを装着する作業が容易である。また,テーパーワッシ
ャーの切り欠きが上向きとなるように配置する場合で
も,テーパーワッシャーが落下することはなく,この点
でも作業性が良好である。
According to the third aspect, since the direction of the notch is orthogonal to the taper direction, the taper washer can be inserted laterally into a narrow space between the flanges of the pillar material having an H-shaped cross section. It is easy to install the tapered washer spatially. Also, even when the taper washer is arranged so that the notch faces upward, the taper washer does not drop, and workability is also good in this respect.

【0025】請求項4によれば,横梁の溝形の幅サイズ
が柱材のH形の相対向するフランジ間隔サイズに適合し
なくてもよいので,柱材と横梁とのサイズの組み合わせ
に制約が少ない。
According to the present invention, since the width size of the groove shape of the horizontal beam does not have to match the size of the H-shaped opposite flanges of the column member, the size of the column member and the horizontal beam are restricted. Less is.

【0026】請求項5の組み立て方法によれば,本発明
の鋼製自在枠を組み立てる際に,能率的に行うことがで
きる。
According to the assembling method of the fifth aspect, it is possible to efficiently perform the assembling of the steel free frame of the present invention.

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

【図1】本発明の一実施例の鋼製自在枠における傾斜し
た柱材と横梁と奥行梁との連結部の分解斜視図である。
FIG. 1 is an exploded perspective view of a connecting portion of an inclined column member, a horizontal beam, and a depth beam in a steel free frame according to an embodiment of the present invention.

【図2】図1の連結部の連結状態を示す側面図である。FIG. 2 is a side view showing a connected state of a connecting portion of FIG.

【図3】本発明の一実施例の鋼製自在枠における傾斜し
た柱材とスクリーン材との連結部の分解斜視図である。
FIG. 3 is an exploded perspective view of a connecting portion between an inclined column member and a screen member in a steel free frame according to an embodiment of the present invention.

【図4】図3の連結部の連結状態を示す側面図である。FIG. 4 is a side view showing a connected state of the connecting portion of FIG.

【図5】本発明の一実施例の鋼製自在枠を積み重ねた時
の傾斜した上下の柱材の連結部の側面図である。
FIG. 5 is a side view of the connecting portions of the upper and lower inclined column members when the steel universal frames of one embodiment of the present invention are stacked.

【図6】本発明の一実施例の鋼製自在枠における垂直な
柱材と奥行梁との連結部の側面図である。
FIG. 6 is a side view of a connecting portion between a vertical column member and a depth beam in the steel universal frame according to the embodiment of the present invention.

【図7】同図の(イ)は本発明の鋼製自在枠に用いるテ
ーパーワッシャーの一実施例を示す正面図,同図(ロ)
は同側面図である。
FIG. 7 (a) is a front view showing an embodiment of a tapered washer used in the steel universal frame of the present invention, and FIG. 7 (b).
Is a side view of the same.

【図8】本発明の鋼製自在枠の一実施例を示す斜視図で
ある。
FIG. 8 is a perspective view showing an embodiment of a steel universal frame of the present invention.

【図9】本発明および従来例に共通の図で,積み重ねた
鋼製自在枠の内部に石を充填して構築した砂防ダム等の
構築物の概略の側面図である。
FIG. 9 is a view common to the present invention and the conventional example, and is a schematic side view of a structure such as a sabo dam constructed by filling the inside of stacked steel flexible frames with stones.

【図10】図9の構築物の正面図(図9のD矢視図)で
ある。
10 is a front view of the construct shown in FIG. 9 (a view as seen from an arrow D in FIG. 9).

【図11】図9,図10における1つの法面付き鋼製自
在枠の骨組みをモデル的に示す斜視図である。
FIG. 11 is a perspective view showing, as a model, a skeleton of one steel universal frame with a slope in FIGS. 9 and 10;

【図12】従来の鋼製自在枠における傾斜した柱材と横
梁と奥行梁との連結部の分解斜視図である。
FIG. 12 is an exploded perspective view of a connecting portion of an inclined column member, a horizontal beam and a depth beam in a conventional steel free frame.

【図13】従来の他の鋼製自在枠における傾斜した柱材
と横梁と奥行梁との連結部の分解斜視図である。
FIG. 13 is an exploded perspective view of a connecting portion of an inclined column member, a horizontal beam and a depth beam in another conventional steel free frame.

【符号の説明】[Explanation of symbols]

1 鋼製自在枠 2 柱材 21 後側の垂直な柱材 22 前側の傾斜した柱材 21a,22a フランジ 3 奥行梁 31 上側の奥行梁 32 下側の奥行梁 4 横梁 41 後側の横梁 42 前側の横梁 5 スクリーン材 51 後側のスクリーン材 52 前側のスクリーン材 11 台形枠 12 立体枠 64,70 テーパーワッシャー 64a,70a 切り欠き 65,71 ボルト 1 Steel Flexible Frame 2 Column Material 21 Vertical Column Material on the Rear Side 22 Sloping Column Material on the Front Side 21a, 22a Flange 3 Depth Beam 31 Upper Depth Beam 32 Lower Depth Beam 4 Lateral Beam 41 Rear Side Beam 42 Front Side Horizontal beam 5 Screen material 51 Rear screen material 52 Front screen material 11 Trapezoidal frame 12 Three-dimensional frame 64,70 Tapered washer 64a, 70a Notch 65,71 Bolt

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 フランジ面を前後方向に向けたH形断面
の前後の柱材とこの前後の柱材の上端間および下端間に
連結される奥行梁とで,少なくとも前側の柱材が法面の
角度で傾斜した台形枠を形成し,この台形枠を2個左右
に間隔をあけて垂直に配置するとともに,前側および後
側についてそれぞれ左右の柱材の上端間および下端間に
横梁をそれぞれ垂直方向に回動可能に連結して六面体状
の立体枠を形成し,かつ,少なくとも前側の左右の柱材
間に前記横梁と平行で高さ方向に間隔をあけた複数のス
クリーン材をそれぞれ垂直方向に回動可能に連結してな
る法面付き鋼製自在枠であって,前記前側の柱材のフラ
ンジ内面側に前記横梁の端部を配置するとともに,この
柱材のフランジと横梁とを,前後方向に水平なボルトに
より,柱材の傾斜したフランジ内面に当てた時に垂直と
なる垂直面を持ち,かつボルト挿通用の切り欠きを持つ
テーパーワッシャーを介在させて連結したことを特徴と
する法面付き鋼製自在枠。
1. A front and rear pillar material having an H-shaped cross section with a flange surface directed in the front-rear direction, and a depth beam connected between upper and lower ends of the front and rear pillar material, at least the front pillar material being a slope. A trapezoidal frame inclined at an angle of 2 is formed, two trapezoidal frames are vertically arranged with a space left and right, and horizontal beams are vertically provided between the upper and lower ends of the left and right column members on the front side and the rear side, respectively. To form a hexahedron-shaped three-dimensional frame that is rotatably connected in a vertical direction, and at least a plurality of screen members that are parallel to the horizontal beam and are spaced in the height direction between the left and right front pillar members in the vertical direction. A steel free frame with a sloped surface rotatably connected to each other, in which the end portion of the transverse beam is arranged on the flange inner surface side of the front side column member, and the flange of the column member and the transverse beam are The bolts that are horizontal in the front and rear A steel universal frame with a sloped surface characterized by having a vertical surface that is vertical when applied to the inner surface of the flange, and connecting by interposing a tapered washer having a notch for inserting a bolt.
【請求項2】 前記前側の柱材のフランジ内面側に前記
スクリーン材の端部を配置するとともに,この柱材のフ
ランジとスクリーン材とを,前後方向に水平なボルトに
より,柱材の傾斜したフランジ内面に当てた時に垂直と
なる垂直面を持ち,かつボルト挿通用の切り欠きを持つ
テーパーワッシャーを介在させて連結したことを特徴と
する請求項1記載の法面付き鋼製自在枠。
2. An end portion of the screen material is arranged on the inner surface side of the flange of the front pillar material, and the flange of the pillar material and the screen material are inclined by a horizontal bolt in the front-rear direction. 2. The steel frame with sloped face according to claim 1, wherein the flanged steel has a vertical surface which is vertical when hit against the inner surface of the flange, and is connected by interposing a tapered washer having a notch for inserting a bolt.
【請求項3】 前記テーパーワッシャーの切り欠きはテ
ーパー方向に対して直角方向に開放されていることを特
徴とする請求項1または2記載の法面付き鋼製自在枠。
3. The steel frame with a sloped surface according to claim 1, wherein the notch of the taper washer is opened in a direction perpendicular to the taper direction.
【請求項4】 H形断面をなす前記前側の傾斜した柱材
のウエブに取付プレートを垂直面をなすように固設し,
溝形断面をなす横梁の相対向するフランジを前記柱材の
フランジと前記取付プレートとにそれぞれボルトおよび
ナットにより連結したことを特徴とする請求項1または
2記載の法面付き鋼製自在枠。
4. A mounting plate is fixed to the front slanted pillar web having an H-shaped cross section so as to form a vertical surface,
The steel frame with sloped face according to claim 1 or 2, wherein the flanges of the cross beam having a groove-shaped cross section, which are opposed to each other, are connected to the flange of the column member and the mounting plate by bolts and nuts, respectively.
【請求項5】 請求項1記載の法面付き鋼製自在枠を組
み立てる鋼製自在枠の組み立て方法であって,前記各柱
材に奥行梁,横梁,スクリーン材を連結するに際して,
少なくとも左右の柱材とこの柱材のフランジ内面側に端
部を配置される横梁またはスクリーン材とのボルトによ
る連結は仮締めにより行って,スクリーン材を備えた立
体枠を仮組み立てし,次いで,前記仮締めのボルトの,
柱材のフランジ内面と横梁またはスクリーン材との隙間
部分に前記テーパーワッシャーの切り欠きを嵌装させ,
次いで,前記仮締めのボルトの本締めを行うことを特徴
とする法面付き鋼製自在枠の組み立て方法。
5. A method for assembling a steel universal frame for assembling a sloped steel universal frame according to claim 1, wherein a depth beam, a horizontal beam, and a screen material are connected to each of the column members,
At least the left and right column members and the cross beams or screen members whose ends are located on the inner surface side of the flange of the column members are connected by bolts by temporary tightening to temporarily assemble the three-dimensional frame with the screen members, and then Of the temporary tightening bolt,
The notch of the taper washer is fitted in the gap between the inner surface of the flange of the pillar material and the cross beam or screen material,
Then, a method for assembling a steel universal frame with a slope is characterized in that the temporary tightening bolt is finally tightened.
JP28181393A 1993-10-15 1993-10-15 Steel adjustable frame with slope and method of assembling the same Expired - Fee Related JP2870683B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28181393A JP2870683B2 (en) 1993-10-15 1993-10-15 Steel adjustable frame with slope and method of assembling the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28181393A JP2870683B2 (en) 1993-10-15 1993-10-15 Steel adjustable frame with slope and method of assembling the same

Publications (2)

Publication Number Publication Date
JPH07113220A true JPH07113220A (en) 1995-05-02
JP2870683B2 JP2870683B2 (en) 1999-03-17

Family

ID=17644357

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28181393A Expired - Fee Related JP2870683B2 (en) 1993-10-15 1993-10-15 Steel adjustable frame with slope and method of assembling the same

Country Status (1)

Country Link
JP (1) JP2870683B2 (en)

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KR20040020454A (en) * 2002-08-30 2004-03-09 재단법인 포항산업과학연구원 Debris barrier execution method with assembly steel frame
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KR100898334B1 (en) * 2002-08-30 2009-05-20 재단법인 포항산업과학연구원 Main sloped steel of assembly frame for debris barrier
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Publication number Priority date Publication date Assignee Title
KR20030024340A (en) * 2001-09-18 2003-03-26 재단법인 포항산업과학연구원 Revetment construction method with assembly steel frame
KR20030024341A (en) * 2001-09-18 2003-03-26 재단법인 포항산업과학연구원 Apron construction method with assembly steel frame
KR100448438B1 (en) * 2002-07-03 2004-09-13 주식회사 포스코 Steel frame and Section steel used therein
KR20040020454A (en) * 2002-08-30 2004-03-09 재단법인 포항산업과학연구원 Debris barrier execution method with assembly steel frame
KR100898334B1 (en) * 2002-08-30 2009-05-20 재단법인 포항산업과학연구원 Main sloped steel of assembly frame for debris barrier
KR20040025345A (en) * 2002-09-19 2004-03-24 주식회사 선진건설 Prefabricated streel materials retaining wall
KR100787592B1 (en) * 2006-10-27 2007-12-21 재단법인 포항산업과학연구원 Screen member of reducing lateral soil pressure
KR100787591B1 (en) * 2006-10-27 2007-12-21 재단법인 포항산업과학연구원 Steel frame retaining wall for curved line
JP2022020018A (en) * 2020-07-18 2022-01-28 田中鉄筋工業株式会社 Built-up retaining wall

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