JPS5913607B2 - Steel box frame construction method - Google Patents
Steel box frame construction methodInfo
- Publication number
- JPS5913607B2 JPS5913607B2 JP253279A JP253279A JPS5913607B2 JP S5913607 B2 JPS5913607 B2 JP S5913607B2 JP 253279 A JP253279 A JP 253279A JP 253279 A JP253279 A JP 253279A JP S5913607 B2 JPS5913607 B2 JP S5913607B2
- Authority
- JP
- Japan
- Prior art keywords
- steel box
- box frame
- frame
- rod
- construction method
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims description 60
- 239000010959 steel Substances 0.000 title claims description 60
- 238000010276 construction Methods 0.000 title claims description 16
- 239000004575 stone Substances 0.000 claims description 7
- 125000006850 spacer group Chemical group 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 241000357293 Leptobrama muelleri Species 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Description
【発明の詳細な説明】
本発明は土木工事、特に山腹、林道、築堤、河岸等の高
低の激しい地盤或いは不安定な地盤での土木工事に於い
て、内部に石を充填して施工する鋼製箱枠工法に関する
ものである。[Detailed Description of the Invention] The present invention is applicable to civil engineering works, especially on unstable or unstable ground such as mountainsides, forest roads, embankments, river banks, etc. This relates to the box-frame construction method.
内部に石を充填して使用する鋼製箱枠としては、既に本
出願人が出願せる実願昭49−26004号(実公昭5
2−39298号)の土木工事用鋼製箱枠があり、この
鋼製箱枠は構成部材の継手が上下方向に回動可能になさ
れて箱枠全体が可撓性を有していて、軟弱地盤にも施工
でき且つ内部に石を充填することにより安定性が保たれ
て長期の耐久性を具備する重力式構造物として使用でき
るという優れた効果があるが、高低の激しい地盤や不等
沈下の生じ易い不安定な地盤では各箱枠自体に可撓性が
あっても各鋼製箱枠はピン結合されている為、前記地盤
に対応或いは追従させることが不可能であった。As for the steel box frame which is used by filling the inside with stones, the present applicant has already filed Utility Model Application No. 49-26004 (Utility Model Application No. 5
There is a steel box frame for civil engineering works (No. 2-39298), in which the joints of the component parts are made vertically rotatable, making the entire box frame flexible, and it is soft and weak. It has the excellent effect of being able to be constructed on the ground, and by filling the interior with stone, stability is maintained and it can be used as a gravity-type structure with long-term durability. Even if each box frame itself is flexible, each steel box frame is connected with pins on unstable ground where it is likely to occur, making it impossible to respond to or follow the ground.
本発明はかかる問題点を解決すべくなされたものであり
、各鋼製箱枠を上下に摺動可能になして高低の激しい地
盤や不等沈下の生じ易い不安定な地盤に施工できる鋼製
箱枠工法を提供せんとするものである。The present invention has been made to solve these problems, and each steel box frame can be slid up and down, making it possible to construct a steel box on unstable ground that is prone to uneven settlement or uneven ground. The aim is to provide a box-frame construction method.
以下本発明による鋼製箱枠工法の実施例について説明す
る。Examples of the steel box frame construction method according to the present invention will be described below.
先ず第1図によって鋼製箱枠1の構造について説明する
と、前側及び後側の各上下両側のH形材より成る横枠杆
2の左端同志の間、右端同志の間及び中間同志の間に、
夫々上下両端に連結板3が固設されたH形材より成る縦
枠杆4が配されて、各横枠杆2の左右両端及び中間と連
結板3とがボルト・ナツトにて結合固定されて前後に矩
形枠5が形成されている。First of all, the structure of the steel box frame 1 will be explained with reference to FIG. ,
Vertical frame rods 4 made of H-shaped members with connecting plates 3 fixedly attached to both upper and lower ends are arranged, and the left and right ends and the middle of each horizontal frame rod 2 and the connecting plates 3 are connected and fixed with bolts and nuts. A rectangular frame 5 is formed at the front and rear.
この前後の矩形枠5の四隅の間及び中間の上部、下部の
間には夫々前後両端に連結板6が固設されたH形材より
成る水平杆7が配されて、矩形枠5の縦枠杆4の上ド両
端と連結板6とがボルト・ナツトにて結合固定されて直
方体の枠組が形成されている。Between the four corners of the front and rear rectangular frames 5, and between the upper and lower middle portions, horizontal rods 7 made of H-shaped members with connecting plates 6 fixedly installed at both front and rear ends are arranged. Both upper ends of the frame rod 4 and the connecting plate 6 are connected and fixed with bolts and nuts to form a rectangular parallelepiped framework.
この枠組の前面、後面、左側面、右側面には一定間隔に
複数のH形材より成る縦杆8が前記縦枠杆4と平行に配
設されて、その上下両端が横枠杆2及び水平杆7にボル
ト・ナツトにて結合固定されている。On the front, rear, left, and right sides of this framework, a plurality of vertical rods 8 made of H-shaped members are arranged at regular intervals in parallel with the vertical frame rods 4, and both upper and lower ends of the vertical rods 8 are connected to the horizontal frame rods 2 and 4. It is connected and fixed to the horizontal rod 7 with bolts and nuts.
また枠組の下面には一定間隔に複数のH形材より成る横
杆9が前記水平杆7と平行に配設されて、その前後両端
が横枠杆2にボルト・ナツトにて結合固定されている。Further, on the lower surface of the framework, horizontal rods 9 made of a plurality of H-shaped members are arranged at regular intervals in parallel with the horizontal rod 7, and both front and rear ends of the horizontal rods 9 are connected and fixed to the horizontal frame rods 2 with bolts and nuts. There is.
そして枠組の上面には、使用時200mm以上の石を充
填した後、一定間隔に複数のH形材より成る横杆9を前
記水平杆7と平行に配設し、その前後両端を横枠杆2に
ボルト・ナツトにて結合固定して箱枠1となすものであ
る。Then, after filling the upper surface of the framework with stones of 200 mm or more when in use, a plurality of horizontal bars 9 made of H-shaped members are arranged at regular intervals parallel to the horizontal bars 7, and both front and rear ends of the horizontal bars 9 are placed on the horizontal frame bars. 2 with bolts and nuts to form the box frame 1.
然して、かかる箱枠1の一側部、本例では右側部の各縦
枠杆4の中間部前後面には、各々スペーサー10を介在
して一対のT形材より成る挟持杆11をボルト・ナツト
にて結合固定して外側方に突設しである。However, on one side of the box frame 1, in this example, on the right side, a clamping rod 11 made of a pair of T-shaped members is bolted to the front and rear surfaces of the middle part of each vertical frame rod 4, with a spacer 10 interposed therebetween. It is connected and fixed with a nut and protrudes outward.
そしてこの挟持杆11の先端にはボルト孔が穿設されて
いる。A bolt hole is bored at the tip of this clamping rod 11.
次にかかる構造の鋼製箱枠1を使用する本発明の鋼製箱
枠工法の施工について説明する。Next, construction of the steel box frame construction method of the present invention using the steel box frame 1 having such a structure will be explained.
土砂の侵食、流動を防止する個所の地盤上で前記鋼製箱
枠1を組立て、同様にその隣りにも鎖線の如く鋼製箱枠
1を組立てると共に先に組立てた鋼製箱枠1の右側部の
各縦枠杆4の中間部前後面より外側方に突設した一対の
挟持杆11間に、隣りの鋼製箱枠1の左側部の縦枠杆4
を配して、挟持杆11の先端のボルト孔にボルトを挿通
し、ナツトを締結して、そのボルトにて挟持杆11内に
配した縦枠杆4の離脱を防止し、鋼製箱枠1が左右方向
に離れないように連繋する。Assemble the steel box frame 1 on the ground in a place to prevent erosion and flow of earth and sand, and similarly assemble the steel box frame 1 next to it as shown by the chain line, as well as the right side of the previously assembled steel box frame 1. The vertical frame rod 4 on the left side of the adjacent steel box frame 1 is placed between a pair of clamping rods 11 protruding outward from the front and rear surfaces of the middle part of each vertical frame rod 4 of the frame.
A bolt is inserted into the bolt hole at the tip of the clamping rod 11, and a nut is tightened to prevent the vertical frame rod 4 disposed inside the clamping rod 11 from coming off, and the steel box frame is 1 are connected so that they do not separate in the left and right direction.
以後同様に順次鋼製箱枠1を組笠て連繋して第2図aに
示す如く鋼製箱枠群を構成し、各鋼製箱枠1内に石を充
填し、上面に一定間隔に横杆9を水平杆7と平行に配設
し、その前後両端を横枠杆2に結合固定して鋼製箱枠構
造物12を施工し終える。Thereafter, the steel box frames 1 are successively assembled and connected in the same manner to form a steel box frame group as shown in Fig. 2a, and each steel box frame 1 is filled with stones, and stones are placed on the top surface at regular intervals. The horizontal rod 9 is arranged parallel to the horizontal rod 7, and both front and rear ends thereof are connected and fixed to the horizontal frame rod 2, and the construction of the steel box frame structure 12 is completed.
かように本発明の鋼製箱枠工法により作られた鋼製箱枠
構造物12は、各鋼製箱枠1が上下方向に摺動し得るの
で、第2図aの鎖線の如く地盤が不等沈下しても、その
沈下した地盤上に設置されている鋼製箱枠1だけが下降
するので、鋼製箱枠12全体は変形せず安定する。As described above, in the steel box frame structure 12 made by the steel box frame construction method of the present invention, each steel box frame 1 can slide in the vertical direction, so that the ground is leveled as shown by the chain line in Fig. 2a. Even if the steel box frame 12 is unevenly settled, only the steel box frame 1 installed on the sunken ground is lowered, so that the entire steel box frame 12 is not deformed and is stable.
また第2図すに示す如く予め高低の激しい地盤上に本発
明の鋼製箱枠工法により鋼製箱枠構造物12を作る場合
でも、各鋼製箱枠1が上下に摺動し得るように連繋され
るので、各鋼製箱枠1を地盤上に安定させて設置できて
、各鋼製箱枠1の連繋部分が損傷するようなことがない
。Furthermore, even when the steel box frame structure 12 is fabricated by the steel box frame construction method of the present invention on ground with severe elevation as shown in Fig. 2, each steel box frame 1 can be slid up and down. Since the steel box frames 1 can be stably installed on the ground, the connecting parts of the steel box frames 1 will not be damaged.
尚上記実施例に於ける鋼製箱枠1は、上方に重ね積みす
る型式のものであるが、上方に連結する型式の場合は、
上部の各横枠杆2の左右両端及び中間の連結板3と上部
の水平杆7の前後両端の連結板6を第3図に示す如く上
方に突出し、この突出部に上側の鋼製箱枠に於ける各縦
枠杆4の下端を結合するようにすると良い。The steel box frame 1 in the above embodiment is of the type that is stacked on top of each other, but in the case of the type that is connected above,
As shown in FIG. 3, the connecting plates 3 at both the left and right ends of each upper horizontal frame rod 2 and the intermediate connecting plates 3 and the connecting plates 6 at both front and rear ends of the upper horizontal frame rod 7 project upward as shown in FIG. It is preferable to connect the lower ends of each vertical frame rod 4 at the same time.
また、各鋼製箱枠1を連繋する一対の挟持杆11の先端
にはボルト孔を穿設して、隣る鋼製箱枠の縦枠杆4を一
対の挟持杆11内に配した際ボルトを挿通し、ナツトに
て締着して縦枠杆4の離脱を防止しているが、縦枠杆4
の離脱防止の手段としてはこれに限るものではなく、例
えば第4図の如く一対の挟持杆11の先端を夫々L形に
外側に屈曲し、この屈曲部に溝形プレート13をボルト
・ナツトにて締着しても良いものである。In addition, bolt holes are drilled at the tips of the pair of clamping rods 11 that connect each steel box frame 1, so that when the vertical frame rod 4 of the adjacent steel box frame is arranged within the pair of clamping rods 11, The bolts are inserted and tightened with nuts to prevent the vertical frame rods 4 from coming off, but the vertical frame rods 4
For example, as shown in FIG. 4, the tips of a pair of clamping rods 11 are each bent outward in an L shape, and a grooved plate 13 is attached to the bent portion to secure the bolts and nuts. It may also be tightened by hand.
また挟持杆11は成る程度の長さを有しているので、通
常の状態で各鋼製箱枠1が設置された場合は、縦枠杆4
が一対の挟持杆11間から抜は出ることがないので、第
5図の如く挟持杆11の先端間を開放したままにしてお
いても良いものである。In addition, since the clamping rods 11 have a length of about
Since it does not come out from between the pair of clamping rods 11, it is also possible to leave the ends of the clamping rods 11 open as shown in FIG.
さらに挟持杆11は縦枠杆4にボルト・ナツトにて結合
固定しであるが、溶接にて固定しても良いものであり、
また挟持杆11はT形材に限らず溝形材、H形材等であ
っても良いものである。Further, the clamping rod 11 is fixed to the vertical frame rod 4 with bolts and nuts, but it may also be fixed by welding.
Further, the clamping rod 11 is not limited to the T-shaped member, but may be a groove-shaped member, an H-shaped member, or the like.
勿論鋼製箱枠1を構成している各部材はH形材に限るも
のではなく溝形材、L形材、角鋼管等であっても良いも
のである。Of course, the members constituting the steel box frame 1 are not limited to H-shaped members, but may also be channel-shaped members, L-shaped members, square steel pipes, and the like.
さらに鋼製箱枠1の縦枠杆4の中間前後面に挟持杆11
を取付ける際に介在させたスペーサー10の枚数を増や
して前後一対の挟持杆11間の寸法を大きくすれば連繋
する鋼製箱枠1を前後方向に成る程度回動させることが
できるので、水平方向にカーブした地形にもなじませて
安定して施工することができる。Furthermore, a clamping rod 11 is attached to the intermediate front and rear surfaces of the vertical frame rod 4 of the steel box frame 1.
By increasing the number of spacers 10 interposed during installation and increasing the dimension between the pair of front and rear clamping rods 11, the connected steel box frame 1 can be rotated in the front-back direction, so that it can be rotated in the horizontal direction. It can be constructed stably by adapting to curved terrain.
以上詳記した通り本発明による鋼製箱枠工法により作ら
れた鋼製箱枠構造物は、各鋼製箱枠が上下に摺動可能に
連繋されて石が充填されているので、高低の激しい地盤
や起伏の多い不安定な地盤に施工された際、それら地盤
に各鋼製箱枠を対応させることができ、特に不等沈下が
生じた場合はその部分の鋼製箱枠だけを追従させること
ができる。As detailed above, the steel box frame structure made by the steel box frame construction method of the present invention has each steel box frame connected so that it can slide up and down and filled with stones. When construction is performed on rough ground or unstable ground with many ups and downs, each steel box frame can be adapted to the ground, and if uneven settlement occurs, only the steel box frame in that area will follow. can be done.
従って鋼製箱枠構造物全体の変形を防止でき、各鋼製箱
枠の連繋部分を損傷することなく、鋼製箱枠構造物全体
が地盤になじんで安定し、倒壊することがない。Therefore, deformation of the entire steel box frame structure can be prevented, and without damaging the connecting portions of each steel box frame, the entire steel box frame structure is stabilized by adapting to the ground, and does not collapse.
また本発明の鋼製箱枠工法は、各鋼製箱枠をピン結合せ
ず、上下に摺動可能に連繋すれば良いので、極めて簡易
に組立て施工できる等の優れた効果がある。Further, the steel box frame construction method of the present invention has excellent effects such as extremely simple assembly and construction because the steel box frames need not be connected with pins but only have to be connected so as to be able to slide up and down.
第1図は本発明の鋼製箱枠工法において使用する鋼゛裏
箱枠の斜視図、第2図a、bは夫々その鋼製箱枠を用い
て本発明の鋼製箱枠工法を施工した状態を示す概略正面
図、第3図は鋼製箱枠の変形例を示す斜視図、第4図及
び第5図は夫々鋼製箱枠の連繋部分の一部変更例を示す
斜視図である。
1・・・・・・鋼製箱枠、2・・・・・・横枠杆、3・
・・・・・連結板、4・・・・・・縦枠杆、5・・・・
・・矩形枠、6・・・・・・連結板、T・・・・・・水
平杆、8・・・・・・縦杆、9・・・・・・横杆、10
・・・・・・スペーサー、11・・・・・・挟持杆、1
2・・・・・・鋼製箱枠構造物、13・・・・・・溝形
プレート。Figure 1 is a perspective view of the steel back box frame used in the steel box frame construction method of the present invention, and Figures 2 a and b show the steel box frame construction method of the present invention using the steel box frame, respectively. FIG. 3 is a perspective view showing a modified example of the steel box frame, and FIGS. 4 and 5 are perspective views showing partially modified examples of the connecting portion of the steel box frame. be. 1...Steel box frame, 2...Horizontal frame rod, 3.
...Connecting plate, 4...Vertical frame rod, 5...
... Rectangular frame, 6 ... Connection plate, T ... Horizontal rod, 8 ... Vertical rod, 9 ... Horizontal rod, 10
...Spacer, 11 ... Clamping rod, 1
2... Steel box frame structure, 13... Channel plate.
Claims (1)
ると共に隣り合う鋼製箱枠を上下方向に摺動可能に連繋
して鋼製箱枠群を構成し、然る後者鋼製箱枠内に石を充
填して鋼製箱枠構造体を作ることを特徴とする鋼製箱枠
工法。1 Steel box frames consisting of rectangular frames are arranged in sequence in the left and right direction, and adjacent steel box frames are connected so as to be slidable in the vertical direction to form a steel box frame group, and the latter steel box frames A steel box frame construction method characterized by building a steel box frame structure by filling the inside with stones.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP253279A JPS5913607B2 (en) | 1979-01-12 | 1979-01-12 | Steel box frame construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP253279A JPS5913607B2 (en) | 1979-01-12 | 1979-01-12 | Steel box frame construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5595706A JPS5595706A (en) | 1980-07-21 |
| JPS5913607B2 true JPS5913607B2 (en) | 1984-03-30 |
Family
ID=11531985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP253279A Expired JPS5913607B2 (en) | 1979-01-12 | 1979-01-12 | Steel box frame construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5913607B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0721176B2 (en) * | 1990-02-01 | 1995-03-08 | 日本機械工業株式会社 | Sliding scour prevention device |
| JPH0786211B2 (en) * | 1990-12-11 | 1995-09-20 | 日本機械工業株式会社 | Inclined slide type scour prevention device |
| KR20030024341A (en) * | 2001-09-18 | 2003-03-26 | 재단법인 포항산업과학연구원 | Apron construction method with assembly steel frame |
| KR100513816B1 (en) * | 2002-08-30 | 2005-09-09 | 재단법인 포항산업과학연구원 | Assembly steel frame with fixing element |
| JP6305789B2 (en) * | 2014-02-24 | 2018-04-04 | 太陽工業株式会社 | Gabion and Root Firming Method using Gabion |
-
1979
- 1979-01-12 JP JP253279A patent/JPS5913607B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5595706A (en) | 1980-07-21 |
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