JPH045653Y2 - - Google Patents
Info
- Publication number
- JPH045653Y2 JPH045653Y2 JP13056983U JP13056983U JPH045653Y2 JP H045653 Y2 JPH045653 Y2 JP H045653Y2 JP 13056983 U JP13056983 U JP 13056983U JP 13056983 U JP13056983 U JP 13056983U JP H045653 Y2 JPH045653 Y2 JP H045653Y2
- Authority
- JP
- Japan
- Prior art keywords
- hole
- bolt
- ring
- iron
- welded
- 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
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【考案の詳細な説明】
鉄骨建物の傾斜を修整するに、チエンブロツク
やターンバクルを使用して居るが、傾斜を修整す
るには建物の各面毎に屋上の柱から接地して居る
柱にかけてワイヤーをタスキ掛けとし、各ワイヤ
ーに1個宛チエンブロツクかターンバクルを使用
しなければならないので少なくとも8個は必要で
ある。チエンブロツクを使用するにはチエンブロ
ツクそのものの費用が高額になる上操作が繁雑で
ある欠点があり、ターンバクルを使用する場合は
手作業による他は無いので能率が悪い欠点があ
る。考案者はこれ等の欠点を解決し構造が簡単で
且つナツトを締め付け又はゆるめるインパクトレ
ンチを使用し、能率の良い建物の傾斜修整用万力
を提供せんとするものである。[Detailed explanation of the idea] Chain blocks and turnbuckles are used to correct the slope of steel buildings, but in order to correct the slope, wires are connected from the roof pillars to the grounded pillars on each side of the building. At least 8 are required, as one chain block or turnbuckle must be used for each wire. The use of a chain block has the disadvantage that the chain block itself is expensive and the operation is complicated, while the use of a turnbuckle has the disadvantage of poor efficiency since it must be done manually. The inventor has attempted to solve these drawbacks and provide an efficient vise for adjusting the slope of a building by using an impact wrench that has a simple structure and can tighten or loosen nuts.
次ぎにその構造を図面に基き詳述する。 Next, the structure will be explained in detail based on the drawings.
(A) 適当な径を有する丸鉄棒をインパクトレンチ
を嵌め入れ得る幅を有する砲弾形の牽引環1を
形成し、末尾を夫々内方に直角に折り曲げる。
砲弾形の首部に当たる箇所に補強棒2を渡して
溶着し、適当な厚さの鉄板4の中央にナツト付
ボルト3のボルトを挿通し得る孔5を設け、こ
の鉄板4を折り曲げ部の上部に乗せ溶着固定す
る。(A) Form a bullet-shaped towing ring 1 with a width that allows an impact wrench to fit in a round iron rod having an appropriate diameter, and bend the ends inward at right angles.
A reinforcing rod 2 is passed and welded to the part that corresponds to the neck of the cannonball, and a hole 5 is provided in the center of an iron plate 4 of an appropriate thickness through which a bolt with a nut 3 can be inserted. Place and fix by welding.
(B) ナツト付ボルト3のボルトの外周に雄角ネジ
6を刻設する。(B) Carve a male square screw 6 on the outer periphery of the bolt with nut 3.
(C) 適当な径と長さを有する鉄筒7の一端に適当
な厚さを有する円形の鉄板の中央に孔を穿ちそ
の孔の内壁に雌角ネジを刻設した円形鉄板8を
嵌め入れ溶着し、他端には円形鉄板9を嵌め入
れ溶着すると共に、鉄筒7と円形鉄板9とを貫
通した孔10を穿ち、孔10を通して緊結環1
1を遊着し、緊結環11には補強棒12を渡し
て溶着する。(C) Drill a hole in the center of a circular iron plate with an appropriate thickness at one end of the iron tube 7 with an appropriate diameter and length, and insert a circular iron plate 8 with a female square screw carved into the inner wall of the hole. A circular iron plate 9 is fitted and welded to the other end, and a hole 10 is drilled through the iron cylinder 7 and the circular iron plate 9, and a fastening ring 1 is inserted through the hole 10.
1 is attached loosely, and the reinforcing rod 12 is passed to the tightening ring 11 and welded.
雄角ネジ6を有するナツト付ボルト3のボル
トを鉄板4の中央の孔5に挿通すると共に鉄筒
7の鉄板8の中央に設けた雌角ネジ孔に螺入し
てなるものである。 A bolt 3 with a nut having a male square screw 6 is inserted into a hole 5 in the center of an iron plate 4 and is screwed into a female square screw hole provided in the center of an iron plate 8 of an iron cylinder 7.
次にその一実施例を詳述する。 Next, one embodiment will be described in detail.
鉄骨建物の骨組みが完成したら鉄骨接合部のボ
ルトを緩め鉄骨建物の周囲四面の内側に夫々屋上
の角部より地上の角部に、ワイヤーロープ16を
対角線にかけ渡し、地上の鉄骨脚の緊結環11に
結着し、屋上よりのワイヤーロープ16に牽引環
1を結着し、インパクトレンチ13の取手14を
持つて牽引環1側よりインパクトレンチの六角ソ
ケツトをナツト付ボルト3の六角ボルトに嵌め入
れ、取手14のスイツチ15を操作してナツト付
ボルト3を廻せば、牽引環1が鉄筒7側に角ネジ
を介して引き寄せられる。適当にワイヤーロープ
16を引張すればインパクトレンチ13の回転を
止め取手14を持つて牽引環1より外し、次のワ
イヤーロープ16に装着して居る牽引環1をイン
パクトレンチ13にてナツト付ボルト3を廻し、
前記の如くワイヤーロープ16を適当に引張せし
める。この操作を順次鉄骨建物の周囲四面に万力
を装着した対角線のワイヤーロープ16を引張せ
しめた後、屋上の角部の鉄柱の外側に面した二辺
の上縁に錘を付けた糸(以下サゲフリと称す)1
7を固着して垂下し、糸が短かければ糸を足して
錘を地上の鉄骨脚の位置まで垂下せしめ、屋上と
下とで糸と鉄骨壁の間隔を確認し乍ら、どの辺の
ワイヤーロープ16を延ばせとか、縮めろとか指
示し、その指示に従いインパクトレンチ13を持
つて指示された面のワイヤーロープ16に装着し
て居るナツト付ボルト3を回転さして建物を垂直
な位置に導く。 When the framework of the steel frame building is completed, loosen the bolts at the steel frame joints and run the wire ropes 16 diagonally from the roof corners to the ground corners inside the four surrounding sides of the steel frame building, and tighten the tie rings 11 of the steel frame legs on the ground. , tie the traction ring 1 to the wire rope 16 from the rooftop, hold the handle 14 of the impact wrench 13, and fit the hexagonal socket of the impact wrench into the hexagonal bolt of the bolt with nut 3 from the traction ring 1 side. By operating the switch 15 of the handle 14 and turning the bolt 3 with a nut, the traction ring 1 is pulled toward the iron tube 7 via the square screw. If the wire rope 16 is pulled appropriately, the rotation of the impact wrench 13 will be stopped, and the handle 14 will be removed from the traction ring 1, and the traction ring 1 attached to the next wire rope 16 will be tightened using the impact wrench 13 to tighten the bolt 3 with a nut. Turn the
The wire rope 16 is appropriately tensioned as described above. After this operation is carried out sequentially by pulling the diagonal wire rope 16 with a vise attached to the four sides around the steel building, a thread (hereinafter referred to as (referred to as Sagefuri) 1
7 and hang it down.If the wire is too short, add more wire to hang the weight down to the position of the steel leg on the ground.While checking the distance between the wire and the steel wall on the rooftop and below, check which side of the wire rope 16 is instructed to extend or shorten, and according to the instruction, holding an impact wrench 13, the bolt 3 with a nut attached to the wire rope 16 on the instructed side is rotated to guide the building to a vertical position.
サゲフリ17と鉄骨壁との間隔を調べ、建物が
垂直に修整されたことを確認したならば、直ちに
鉄骨接合部の緩めたボルト全部を締め付け、周囲
のワイヤーロープ16を撤去して傾斜修整作業は
終了する。 After checking the distance between the Sagefuri 17 and the steel wall and confirming that the building has been corrected vertically, immediately tighten all the loosened bolts at the steel frame joint, remove the surrounding wire rope 16, and proceed with the slope correction work. finish.
以上の如く緊結環11を鉄骨の脚部に結着し、
牽引環1を対角線よりのワイヤーロープ16に結
着し、ワイヤーロープ16の伸縮は持ち運びする
インパクトレンチ13により行ふので作業が非常
に簡単であり、インパクトレンチ13を取り外し
てもワイヤーロープ16は角ネジにより固定され
伸びないので鉄骨建物の傾斜修整は容易に行はれ
る上、製作費も低廉であり再使用も可能である利
点を有する。 As described above, the tie ring 11 is tied to the leg of the steel frame,
The traction ring 1 is tied to a diagonal wire rope 16, and the expansion and contraction of the wire rope 16 is carried out using the impact wrench 13 carried, so the work is very easy, and even if the impact wrench 13 is removed, the wire rope 16 remains at the corner Since it is fixed with screws and does not stretch, it is easy to adjust the slope of steel buildings, and has the advantage of being inexpensive to manufacture and reusable.
第1図……正面図、第2図……左側面図、第3
図……右側面図、第4図……平面図、第5図……
インパクトレンチを嵌め入れた正面図、第6図…
…3階の鉄骨建物の内側にワイヤーロープを対角
線に引張し外側にサゲフリを垂下した正面図。
Figure 1: Front view, Figure 2: Left side view, Figure 3
Figure... Right side view, Figure 4... Plan view, Figure 5...
Front view with impact wrench inserted, Figure 6...
...Front view of a 3rd floor steel building with wire ropes stretched diagonally inside and Sagefuri hanging outside.
Claims (1)
め入れ出来る幅を有する砲弾形に牽引環1を形成
し、末尾を夫々内方に直角に折り曲げ、牽引環1
の首部に補強棒2を渡して熔着し、ナツト付きボ
ルト3挿通用の孔5を設けた鉄板4を折り曲げ部
の上部に乗せ熔着固し、雄角ネジ6を刻設したナ
ツト付ボルト3を挿通用の孔5に挿通し、適当な
径と長さを有する鉄筒7の一端に、中央に孔を穿
ちその内壁に雌角ネジを刻設した円形鉄板8を嵌
め入れ溶着し、ボルト3を雌角ネジに螺入し、鉄
筒7の他端には円形鉄板9を嵌め入れ熔着し、鉄
筒7と円形鉄板9とを貫通した孔10を穿ち、こ
れに緊結環11を孔10を通して遊着し、緊結環
11には補強棒12を渡して熔着し、周囲各面の
内側の接地脚の左右に夫々緊結環11を緊結し、
牽引環1を屋上よりタスキ掛けに設置したワイヤ
ーロープ16の対角線上の端部に緊結し、屋上よ
り垂下したサゲフリと鉄柱との間隔を見ながら、
何処の面のワイヤーロープを引張れとか緩めよと
かの指令に従いインパクトレンチ13を持ち廻り
指示された牽引環1のナツト付ボルト3を回転さ
して鉄骨建物の傾斜を垂直に修整する万力。 The traction ring 1 is formed by forming a round iron rod of an appropriate diameter into a cannonball shape with a width that allows the impact wrench 13 to be inserted therein, and bending the ends inward at right angles to form the traction ring 1.
A reinforcing rod 2 is passed around the neck of the frame and welded, and a steel plate 4 with a hole 5 for inserting a bolt 3 with a nut is placed on the top of the bent part and welded to secure the bolt with a nut. 3 is inserted into the insertion hole 5, and a circular iron plate 8 with a hole in the center and a female square screw carved into the inner wall is fitted and welded to one end of the iron tube 7 having an appropriate diameter and length. Screw the bolt 3 into the female square screw, fit and weld the circular iron plate 9 to the other end of the iron tube 7, drill a hole 10 through the iron tube 7 and the circular iron plate 9, and attach the tightening ring 11 to this. is loosely attached through the hole 10, a reinforcing rod 12 is passed to the tie ring 11 and welded, and the tie ring 11 is tied to the left and right sides of the grounding leg inside each peripheral surface, respectively.
Tighten the traction ring 1 to the diagonal end of the wire rope 16 installed on the sash from the rooftop, and while watching the distance between the sage fly hanging from the rooftop and the iron pillar,
A vise that vertically corrects the slope of a steel frame building by carrying an impact wrench 13 around according to instructions such as where to pull or loosen the wire rope and rotating a bolt 3 with a nut on a traction ring 1 as instructed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13056983U JPS6037539U (en) | 1983-08-23 | 1983-08-23 | Vise for adjusting the slope of steel buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13056983U JPS6037539U (en) | 1983-08-23 | 1983-08-23 | Vise for adjusting the slope of steel buildings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6037539U JPS6037539U (en) | 1985-03-15 |
| JPH045653Y2 true JPH045653Y2 (en) | 1992-02-18 |
Family
ID=30295476
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13056983U Granted JPS6037539U (en) | 1983-08-23 | 1983-08-23 | Vise for adjusting the slope of steel buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6037539U (en) |
-
1983
- 1983-08-23 JP JP13056983U patent/JPS6037539U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6037539U (en) | 1985-03-15 |
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