JPS62146801U - - Google Patents
Info
- Publication number
- JPS62146801U JPS62146801U JP3385886U JP3385886U JPS62146801U JP S62146801 U JPS62146801 U JP S62146801U JP 3385886 U JP3385886 U JP 3385886U JP 3385886 U JP3385886 U JP 3385886U JP S62146801 U JPS62146801 U JP S62146801U
- Authority
- JP
- Japan
- Prior art keywords
- main
- reinforcing bar
- anchor
- reinforcement
- anchor structure
- 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.)
- Pending
Links
- 230000002787 reinforcement Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000004873 anchoring Methods 0.000 claims 2
- 239000004567 concrete Substances 0.000 claims 2
- 238000000034 method Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
図面は本考案の鉄筋端部のアンカー構造を説明
する実施例の図面であり、第1図1は柱と梁の仕
口部の平面図第1図2はVH工法のH段階の立面
図であり、第2図は梁主筋が柱内で垂直方向に曲
成される他のアンカー構造の実施例を示す側面図
である。
1…柱、2…大梁、3…仕口部、11…柱主筋
、21…上ば主筋、22…下ば主筋、24…定着
部分、25,27…螺旋筋、L…ラツプ部分、重
ね長さ。
The drawings are drawings of an embodiment to explain the anchor structure of the reinforcing bar end of the present invention, and Fig. 1 is a plan view of the joint between a column and a beam. Fig. 2 is an elevation view of the H stage of the VH construction method. FIG. 2 is a side view showing another embodiment of an anchor structure in which the main beam reinforcement is bent in the vertical direction within the column. 1...Column, 2...Girder, 3...Joining part, 11...Column main reinforcement, 21...Upper main reinforcement, 22...Lower main reinforcement, 24...Fixed part, 25, 27...Spiral reinforcement, L...Wrap part, overlap length difference.
Claims (1)
平方向の分離推進工法によつて構築し、水平段階
において大梁主筋が柱のコンクリートの水平断面
内でアンカーされるときのアンカー構造において
、そのアンカー部分に存在する定着部分には、主
筋と同軸方向に延在する螺旋形の鉄筋を両端部で
固定して巻きつけ、かつ主筋との間にコンクリー
トを介在させるに必要な間隔をおいてあることを
特徴とする大梁筋端部のアンカー構造。 (2) 大梁主筋の定着部分のアンカー奥端部が柱
の軸方向に平行に折り曲げられ、梁の上下の主筋
がそれぞれ下向き上向きに重なり合うときに、そ
の重なり部分が共通の螺旋筋を介してアンカーさ
れている実用新案登録請求の範囲第1項に記載の
アンカー構造。[Scope of Claim for Utility Model Registration] (1) When a high-rise reinforced concrete building is constructed using the vertical and horizontal separation propulsion method, and the main reinforcement of the girder is anchored within the horizontal section of the concrete of the column in the horizontal stage. In an anchor structure, a helical reinforcing bar that extends coaxially with the main reinforcing bar is fixed and wrapped around the anchoring part of the anchor part at both ends, and concrete is interposed between the main reinforcing bar and the main reinforcing bar. An anchor structure at the end of the girder bar characterized by being spaced apart. (2) When the back end of the anchor at the anchoring part of the main beam main reinforcement is bent parallel to the axial direction of the column, and when the upper and lower main reinforcements of the beam overlap downward and upward, the overlapping part is anchored via a common spiral reinforcement. An anchor structure according to claim 1 of the utility model registration claim.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3385886U JPS62146801U (en) | 1986-03-11 | 1986-03-11 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3385886U JPS62146801U (en) | 1986-03-11 | 1986-03-11 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62146801U true JPS62146801U (en) | 1987-09-17 |
Family
ID=30841855
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3385886U Pending JPS62146801U (en) | 1986-03-11 | 1986-03-11 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62146801U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019173331A (en) * | 2018-03-28 | 2019-10-10 | 株式会社B&B技術事務所 | Reinforcement steel bar |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5643441U (en) * | 1979-09-11 | 1981-04-20 |
-
1986
- 1986-03-11 JP JP3385886U patent/JPS62146801U/ja active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5643441U (en) * | 1979-09-11 | 1981-04-20 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019173331A (en) * | 2018-03-28 | 2019-10-10 | 株式会社B&B技術事務所 | Reinforcement steel bar |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS62146801U (en) | ||
JPH05287801A (en) | Bar arrangement structure of beam in rigid-frame structure made of precast iron reinforcing concrete | |
JPH0344881Y2 (en) | ||
JPH0448136B2 (en) | ||
JPS5817846Y2 (en) | Column and beam joining equipment | |
JPH069130Y2 (en) | Hollow slubler men structure | |
JPS61194019U (en) | ||
JPS6321605Y2 (en) | ||
JPS6321604Y2 (en) | ||
JPH0424001Y2 (en) | ||
JPS6150108U (en) | ||
JPH084107A (en) | Connecting method for column/beam connection | |
JPS6226481Y2 (en) | ||
JP2554499Y2 (en) | Precast concrete column members | |
JPH0135886Y2 (en) | ||
JPS61197101U (en) | ||
JPH01102303U (en) | ||
JPS5853152B2 (en) | Joining method in prefabricated construction method | |
JPS5846970B2 (en) | Connection method between RC columns, Pca girders in the column direction, and cast-in-place girders in the span direction | |
JPS6321606Y2 (en) | ||
JPH0249829A (en) | Previously assembled construction method for large beam steel bar of ferro-concrete structure | |
JPH0364017B2 (en) | ||
JPH0410954B2 (en) | ||
JPH0285720U (en) | ||
JPH0443131B2 (en) |