JPS6150107U - - Google Patents
Info
- Publication number
- JPS6150107U JPS6150107U JP13451184U JP13451184U JPS6150107U JP S6150107 U JPS6150107 U JP S6150107U JP 13451184 U JP13451184 U JP 13451184U JP 13451184 U JP13451184 U JP 13451184U JP S6150107 U JPS6150107 U JP S6150107U
- Authority
- JP
- Japan
- Prior art keywords
- view
- spiral reinforcing
- anchor cap
- sectional
- anchor
- 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 9
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
第１図はこの考案の第１実施例に係るスパイラ
ル鉄筋付きアンカーキヤツプを示す縦断正面図、
第２図はその側面図、第３図は第２図のＡ−Ａ線
断面図、第４図はこの考案の第１実施例において
用いられるアンカーキヤツプの一部切欠側面図、
第５図はその一部切欠正面図、第６図は係止杆付
きスパイラル鉄筋の正面図、第７図はその平面図
である。第８図は第１実施例のスパイラル鉄筋付
きアンカーキヤツプを使用した構造物可動アンカ
ー装置を示す縦断側面図、第９図は第８図のＢ−
Ｂ線拡大断面図、第１０図は第８図のＣ−Ｃ線断
面図である。第１１図はこの考案の第２実施例に
係るスパイラル鉄筋付きアンカーキヤツプを示す
側面図、第１２図は第１１図のＤ−Ｄ線断面図、
第１３図は第２実施例のスパイラル鉄筋付きアン
カーキヤツプを使用した構造物固定アンカー装置
を示す縦断側面図、第１４図は第１３図のＥ−Ｅ
線拡大断面図、第１５図は第１３図のＦ−Ｆ線断
面図である。
図において、１はアンカーキヤツプ、２は係止
用凹部、３はスパイラル鉄筋、４は係止杆、７は
外向き突出部、８は係止端部付きスパイラル鉄筋
、９は鋼製アンカー棒、１０は支持台、１１は滑
り支承板、１５は滑り閉塞受台、１６はゴム製中
心保持用パツキング、１９は橋梁コンクリート、
２４はゴム製環状閉塞受沓、２６はゴム製緩衝筒
である。
FIG. 1 is a longitudinal sectional front view showing an anchor cap with spiral reinforcing bars according to the first embodiment of this invention;
FIG. 2 is a side view thereof, FIG. 3 is a sectional view taken along the line A-A in FIG. 2, and FIG. 4 is a partially cutaway side view of the anchor cap used in the first embodiment of this invention.
FIG. 5 is a partially cutaway front view thereof, FIG. 6 is a front view of the spiral reinforcing bar with locking rods, and FIG. 7 is a plan view thereof. FIG. 8 is a vertical cross-sectional side view showing a structure movable anchor device using the anchor cap with spiral reinforcing bars of the first embodiment, and FIG.
FIG. 10 is an enlarged sectional view taken along line B, and FIG. 10 is a sectional view taken along line CC in FIG. FIG. 11 is a side view showing an anchor cap with spiral reinforcing bars according to the second embodiment of this invention, FIG. 12 is a sectional view taken along line D-D in FIG. 11,
FIG. 13 is a longitudinal sectional side view showing a structure fixing anchor device using an anchor cap with spiral reinforcing bars according to the second embodiment, and FIG. 14 is a line E-E in FIG. 13.
15 is an enlarged line sectional view taken along the line FF in FIG. 13. In the figure, 1 is an anchor cap, 2 is a locking recess, 3 is a spiral reinforcing bar, 4 is a locking rod, 7 is an outward protrusion, 8 is a spiral reinforcing bar with a locking end, 9 is a steel anchor rod, 10 is a support base, 11 is a sliding support plate, 15 is a sliding blocking pedestal, 16 is a rubber center holding packing, 19 is bridge concrete,
24 is a rubber annular closure shoe, and 26 is a rubber buffer tube.
Claims (1)
凹部２が設けられ、アンカーキヤツプ１を囲むス
パイラル鉄筋３の両端部に屈折連設された係止杆
４が前記係止用凹部２に嵌挿されていることを特
徴とする構造物用スパイラル鉄筋付きアンカーキ
ヤツプ。 Locking recesses 2 are provided on both sides of the anchor cap 1 in the longitudinal direction, and locking rods 4 bent and connected to both ends of a spiral reinforcing bar 3 surrounding the anchor cap 1 are fitted into the locking recesses 2. Anchor cap with spiral reinforcing bars for structures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13451184U JPH0320327Y2 (en) | 1984-09-06 | 1984-09-06 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13451184U JPH0320327Y2 (en) | 1984-09-06 | 1984-09-06 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6150107U true JPS6150107U (en) | 1986-04-04 |
| JPH0320327Y2 JPH0320327Y2 (en) | 1991-05-01 |
Family
ID=30693022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13451184U Expired JPH0320327Y2 (en) | 1984-09-06 | 1984-09-06 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0320327Y2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008150916A (en) * | 2006-12-20 | 2008-07-03 | Kennan Seisakusho:Kk | Spiral reinforcement |
| JP2020076263A (en) * | 2018-11-08 | 2020-05-21 | 株式会社竹中工務店 | Construction method for concrete structure |
-
1984
- 1984-09-06 JP JP13451184U patent/JPH0320327Y2/ja not_active Expired
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008150916A (en) * | 2006-12-20 | 2008-07-03 | Kennan Seisakusho:Kk | Spiral reinforcement |
| JP2020076263A (en) * | 2018-11-08 | 2020-05-21 | 株式会社竹中工務店 | Construction method for concrete structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0320327Y2 (en) | 1991-05-01 |
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