JPS637648Y2 - - Google Patents
Info
- Publication number
- JPS637648Y2 JPS637648Y2 JP16800882U JP16800882U JPS637648Y2 JP S637648 Y2 JPS637648 Y2 JP S637648Y2 JP 16800882 U JP16800882 U JP 16800882U JP 16800882 U JP16800882 U JP 16800882U JP S637648 Y2 JPS637648 Y2 JP S637648Y2
- Authority
- JP
- Japan
- Prior art keywords
- main reinforcement
- column
- column main
- reinforcing bar
- bar insertion
- 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
- 230000002787 reinforcement Effects 0.000 claims description 29
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 238000003780 insertion Methods 0.000 claims description 15
- 230000037431 insertion Effects 0.000 claims description 15
- 238000009415 formwork Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【考案の詳細な説明】
柱を梁下端まで同梁に先行して打設したのち
PC梁を建込む建築躯体の構築工法においては、
主筋相互の精度確保が工法の成否の死命を制す
る。[Detailed explanation of the idea] After the columns are cast in advance of the beam up to the bottom end of the beam,
In the method of constructing a building frame using PC beams,
Ensuring the mutual accuracy of the main reinforcements determines the success or failure of the construction method.
本案は柱主筋の位置を簡単且つ正確に保持しう
る新規有用な柱主筋固定装置を提供することを目
的として提案されたもので、柱主筋配筋位置毎に
鉄筋挿通孔が穿設され、且つコンクリート打設用
開口部を具えた定規板を柱型枠上端部に取付け、
前記鉄筋挿通孔に同孔より小径の柱主筋を挿貫す
るとともに、同柱主筋と前記鉄筋挿通孔との間に
一双の半円筒状の柱主筋固定用栓体を嵌着してな
ることを特徴とするものである。 This proposal was proposed for the purpose of providing a new and useful column main reinforcement fixing device that can easily and accurately hold the position of column main reinforcements.Reinforcing bar insertion holes are drilled at each column main reinforcement arrangement position, and Attach a ruler plate with an opening for concrete pouring to the top of the column formwork,
A column main reinforcement having a diameter smaller than that of the reinforcing bar insertion hole is inserted into the reinforcing bar insertion hole, and a pair of semi-cylindrical column main reinforcement fixing plugs are fitted between the column main reinforcement and the reinforcing bar insertion hole. This is a characteristic feature.
本案においては前記したように、柱上端部に取
付けられた定規板には所定の配筋位置毎に鉄筋よ
り大きめの挿通孔が穿設されているので、同孔に
柱主筋を容易に挿貫することができ同柱主筋をほ
ぼ所定位置に配筋される。更に同柱主筋と前記鉄
筋挿通孔との間にキヤツプを嵌着することによつ
て、柱主筋は所定の配筋位置に正確に確固と固定
される。 In this case, as mentioned above, the ruler plate attached to the upper end of the column has insertion holes larger than the reinforcing bars at each predetermined reinforcement position, so the main reinforcement of the column can be easily inserted into the holes. The main reinforcing bars of the same column can be placed almost at the predetermined positions. Furthermore, by fitting a cap between the main reinforcement of the column and the reinforcing bar insertion hole, the main reinforcement of the column is accurately and firmly fixed at a predetermined reinforcement position.
このように本案によれば柱主筋の配筋位置の精
度が確保されるものであり、また柱主筋と定規板
の鉄筋挿通孔との間に嵌着され、同孔に柱主筋を
固定する柱主筋固定用栓体が、一双の半円筒状体
より構成されているので、前記栓体の鉄筋挿通孔
に対する着脱が容易に行なわれるものである。 In this way, according to the present proposal, the accuracy of the reinforcement position of the column main reinforcement is ensured, and the column that is fitted between the column main reinforcement and the reinforcement insertion hole of the ruler plate and fixes the column main reinforcement in the same hole. Since the main reinforcing bar fixing plug is composed of a pair of semi-cylindrical bodies, the plug can be easily attached to and removed from the reinforcing bar insertion hole.
また前記定規板にはコンクリート打設用開口部
が設けられているので、同開口部よりコンクリー
トを打設することによつて、本案の装置がコンク
リート打設に支障を招来する惧れがない。 Furthermore, since the ruler plate is provided with an opening for pouring concrete, there is no risk that the apparatus of the present invention will cause problems in pouring concrete by pouring concrete through the opening.
更にまた前記定規板は型枠頂面に取付けられ、
打設コンクリート内に埋殺されることがなく、転
用が可能である等、本案は多くの利点を有するも
のである。 Furthermore, the ruler plate is attached to the top surface of the formwork,
This proposal has many advantages, such as not being buried in the poured concrete and being reusable.
以下本案を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.
1は定規板で、柱主筋の配筋位置毎に同柱主筋
よりやや大径の鉄筋挿通孔2が穿設され、更にコ
ンクリート打設用開口部3が配設されている。 Reference numeral 1 denotes a ruler plate, in which reinforcing bar insertion holes 2 having a slightly larger diameter than the main reinforcing bars of the same column are bored at each reinforcing position of the main reinforcing bars of the column, and openings 3 for pouring concrete are further provided.
前記定規板1は柱型枠4の上端面に固定金具5
を介して固着される。しかるのち前記鉄筋挿通孔
2に同孔2より小径の柱主筋6が挿通され、同柱
主筋6と前記鉄筋挿通孔2との間に、合成樹脂製
鍔付円筒体を2つ割りしてなる一双の半円筒状の
柱主筋固定用栓体7,7を嵌着し、かくして柱主
筋6を所定位置に正確に固定するものである。 The ruler plate 1 is attached to the upper end surface of the column formwork 4 with a fixing metal fitting 5.
It is fixed through. Thereafter, a column main reinforcement 6 having a diameter smaller than that of the hole 2 is inserted into the reinforcing bar insertion hole 2, and a synthetic resin flanged cylindrical body is divided into two parts between the column main reinforcement 6 and the reinforcing bar insertion hole 2. A pair of semi-cylindrical column main reinforcement fixing plugs 7, 7 are fitted, and the column main reinforcement 6 is thus accurately fixed in a predetermined position.
しかるのち前記定規板1のコンクリート打設用
開口部より型枠2内に梁下端位置までコンクリー
トを打設し、同打設コンクリートの硬化後、前記
栓体7,7を除去し、定規板1を柱型枠4より取
外して再使用に供するものである。 Thereafter, concrete is poured into the formwork 2 from the concrete pouring opening of the ruler plate 1 up to the lower end of the beam, and after the poured concrete has hardened, the plugs 7, 7 are removed, and the ruler plate 1 is is removed from the column formwork 4 for reuse.
第1図は本案に係る柱主筋固定装置の一実施例
を示す縦断面図、第2図は定規板の平面図、第3
図は第2図の矢視−図、第4図は柱主筋固定
用栓体、第5図はその縦断面図である。
1……定規板、2……鉄筋挿通孔、3……コン
クリート打設用開口部、4……柱型枠、6……柱
主筋。
Figure 1 is a longitudinal sectional view showing an embodiment of the column main reinforcement fixing device according to the present invention, Figure 2 is a plan view of a ruler plate, and Figure 3 is a plan view of a ruler plate.
The figures are a view taken in the direction of the arrows in FIG. 2, FIG. 4 is a plug for fixing the column main reinforcement, and FIG. 5 is a longitudinal sectional view thereof. 1... Ruler plate, 2... Reinforcing bar insertion hole, 3... Opening for concrete pouring, 4... Column formwork, 6... Column main reinforcement.
Claims (1)
つコンクリート打設用開口部を具えた定規板を柱
型枠上端部に取付け、前記鉄筋挿通孔に同孔より
小径の柱主筋を挿貫するとともに、同柱主筋と前
記鉄筋挿通孔との間に一双の半円筒状の柱主筋固
定用栓体を嵌着してなることを特徴とする柱主筋
固定装置。 Reinforcing bar insertion holes are drilled at each column main reinforcement placement position, and a ruler plate with an opening for concrete placement is attached to the upper end of the column form, and a column main reinforcement with a smaller diameter than the same hole is inserted into the reinforcing bar insertion holes. A column main reinforcement fixing device characterized in that a pair of semi-cylindrical column main reinforcement fixing plugs are fitted between the column main reinforcement and the reinforcing bar insertion hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16800882U JPS5971849U (en) | 1982-11-08 | 1982-11-08 | Column main reinforcement fixing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16800882U JPS5971849U (en) | 1982-11-08 | 1982-11-08 | Column main reinforcement fixing device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5971849U JPS5971849U (en) | 1984-05-16 |
JPS637648Y2 true JPS637648Y2 (en) | 1988-03-04 |
Family
ID=30367411
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16800882U Granted JPS5971849U (en) | 1982-11-08 | 1982-11-08 | Column main reinforcement fixing device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5971849U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011001729A (en) * | 2009-06-18 | 2011-01-06 | Tac:Kk | Column reinforcement assembling implement, column reinforcement assembling implement set, and method for manufacturing reinforced concrete column |
JP2013241732A (en) * | 2012-05-18 | 2013-12-05 | Tac:Kk | Semi-cylindrical body for constituting tool for column steel bar assembly |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2539278B2 (en) * | 1990-04-06 | 1996-10-02 | 花王株式会社 | How to install the shelf structure |
JP2539281B2 (en) * | 1990-05-07 | 1996-10-02 | 花王株式会社 | How to install the shelf structure |
JP6464069B2 (en) * | 2015-09-28 | 2019-02-06 | 鹿島建設株式会社 | Templates, template sets and reinforcement methods |
JP6624412B1 (en) * | 2019-03-27 | 2019-12-25 | 株式会社翔栄 | Centering method and centering jig for reinforcing bars in base for seismic isolation device |
-
1982
- 1982-11-08 JP JP16800882U patent/JPS5971849U/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011001729A (en) * | 2009-06-18 | 2011-01-06 | Tac:Kk | Column reinforcement assembling implement, column reinforcement assembling implement set, and method for manufacturing reinforced concrete column |
JP2013241732A (en) * | 2012-05-18 | 2013-12-05 | Tac:Kk | Semi-cylindrical body for constituting tool for column steel bar assembly |
Also Published As
Publication number | Publication date |
---|---|
JPS5971849U (en) | 1984-05-16 |
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