JPH032117U - - Google Patents
Info
- Publication number
- JPH032117U JPH032117U JP6311289U JP6311289U JPH032117U JP H032117 U JPH032117 U JP H032117U JP 6311289 U JP6311289 U JP 6311289U JP 6311289 U JP6311289 U JP 6311289U JP H032117 U JPH032117 U JP H032117U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- fixed
- fixed honeycomb
- bars
- joint
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
第１図は本考案にかかる大形コンクリート構造
体用鉄筋材の一例を示す上面図、第２図は本考案
にかかる鉄筋材の縦連結状態を示す斜視図、第３
図ａ，ｂ、第４図ａ，ｂは固着ハニカム継手を製
造する手順を示す上面図および側面図、第５図は
固着ハニカム継手の製造手順を示す側面図、第６
図は固着ハニカム継手の固着状況を示す斜視図、
第７図は本考案にかかる単位鋼矢板を継手連結し
た状態の一例を示す上面図である。
１ａ〜１ｄ……ＣＴ形鋼、２ａ，２ｂ……フラ
ンジ、３ａ〜３ｄ……側縁、４ａ〜４ｄ……固着
ハニカム継手、５ａ，５ｂ……ウエブ、６ａ〜６
ｅ……トラス梁材、７ａ〜７ｊ……間隔保定肋骨
材、８ａ，８ｂ……両ねじボルト、９ａ〜９ｄ…
…位置決めナツト、１０ａ〜１０ｄ……スペーサ
ーワツシヤ、１１ａ〜１１ｄ……押えワツシヤ、
１２ａ〜１２ｄ……押えナツト、１３ａ〜１３ｅ
……横肋筋、１４ａ〜１４ｊ……縦肋筋、１５ａ
，１５ｂ……連結補強材、１６ａ，１６ｂ……フ
ランジ継目板、１７ａ……ウエブ継目板、１８ａ
……直線鋼矢板、１９ａ……ウエブ、２０ａ，２
０ｂ……ハニカム切断線、２１ａ，２１ｂ……直
線切断線、２２ａ〜２２ｄ……溶接、２３……孔
、２４……トレミー管、２５……Ｕ字クランプ、
２６……稲妻筋、Ａ１〜Ａ３……単位鉄筋材。
Fig. 1 is a top view showing an example of reinforcing bars for large concrete structures according to the present invention, Fig. 2 is a perspective view showing a vertically connected state of reinforcing bars according to the present invention, and Fig. 3
Figures a, b, and Figure 4 a and b are top and side views showing the procedure for manufacturing a fixed honeycomb joint, Figure 5 is a side view showing the procedure for manufacturing a fixed honeycomb joint, and Figure 6 is a side view showing the procedure for manufacturing a fixed honeycomb joint.
The figure is a perspective view showing the fixation status of a fixed honeycomb joint.
FIG. 7 is a top view showing an example of a state in which the unit steel sheet piles according to the present invention are connected by a joint. 1a-1d...CT section steel, 2a, 2b...flange, 3a-3d...side edge, 4a-4d...fixed honeycomb joint, 5a, 5b...web, 6a-6
e...Truss beam material, 7a-7j...Spacing rib material, 8a, 8b...Double threaded bolt, 9a-9d...
...Positioning nut, 10a to 10d...Spacer washer, 11a to 11d...Press washer,
12a-12d...presser nut, 13a-13e
...Transverse ribs, 14a-14j...Longitudinal ribs, 15a
, 15b... Connection reinforcing material, 16a, 16b... Flange joint plate, 17a... Web joint plate, 18a
... Straight steel sheet pile, 19a ... Web, 20a, 2
0b...honeycomb cutting line, 21a, 21b...straight cutting line, 22a-22d...welding, 23...hole, 24...tremie tube, 25...U-shaped clamp,
26...Lightning bar, A1 to A3 ...Unit reinforcing bar material.
Claims (1)
たＣＴ形鋼のウエブ相互が所定間隔を隔てて梁材
でトラス結合され、さらに相対する固着ハニカム
継手相互が、長さ方向に適宜間隔をおいて位置決
めされた間隔保定肋骨材で所定間隔に固定されて
なる主鉄筋材と、前記主鉄筋材の幅及び長さ方向
に沿つて前記間隔保定助骨材間に張設された棒も
しくは形鋼からなる補強鉄筋材とを有する大形コ
ンクリート構造体用鉄筋材。 (2) 固着ハニカム継手が直線形鋼矢板の半截体
からなる請求項(1)記載の大形コンクリート構造
体用鉄筋材。[Claims for Utility Model Registration] (1) CT section steel webs with fixed honeycomb joints on both sides of the flanges are truss-connected with beam materials at a predetermined interval, and the opposing fixed honeycomb joints are Main reinforcing bars fixed at predetermined intervals by spacing ribs positioned at appropriate intervals in the horizontal direction, and tensioning between the spacing supporting aggregates along the width and length directions of the main reinforcing bars. Reinforcing bars for large concrete structures, including reinforcing bars made of installed bars or shaped steel. (2) The reinforcing bar material for a large concrete structure according to claim (1), wherein the fixed honeycomb joint is made of a half-cut straight steel sheet pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6311289U JPH0715936Y2 (en) | 1989-05-30 | 1989-05-30 | Reinforcement material for large concrete structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6311289U JPH0715936Y2 (en) | 1989-05-30 | 1989-05-30 | Reinforcement material for large concrete structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH032117U true JPH032117U (en) | 1991-01-10 |
| JPH0715936Y2 JPH0715936Y2 (en) | 1995-04-12 |
Family
ID=31592871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6311289U Expired - Lifetime JPH0715936Y2 (en) | 1989-05-30 | 1989-05-30 | Reinforcement material for large concrete structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0715936Y2 (en) |
-
1989
- 1989-05-30 JP JP6311289U patent/JPH0715936Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0715936Y2 (en) | 1995-04-12 |
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