JP2574688Y2 - Mortar filling and discharging pipe for mortar filling type sleeve joint - Google Patents
Mortar filling and discharging pipe for mortar filling type sleeve jointInfo
- Publication number
- JP2574688Y2 JP2574688Y2 JP1992079233U JP7923392U JP2574688Y2 JP 2574688 Y2 JP2574688 Y2 JP 2574688Y2 JP 1992079233 U JP1992079233 U JP 1992079233U JP 7923392 U JP7923392 U JP 7923392U JP 2574688 Y2 JP2574688 Y2 JP 2574688Y2
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- mortar filling
- sleeve joint
- discharging pipe
- type sleeve
- 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 - Fee Related
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【０００１】[0001]
【考案が属する技術分野】本考案は、モルタル充填式ス
リーブ継ぎ手のモルタル注入口とモルタル排出口に接続
されるモルタル充填式スリーブ継ぎ手用モルタル注入・
排出管に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a mortar filler for a mortar-filled sleeve joint connected to a mortar inlet and a mortar outlet of a mortar-filled sleeve joint.
It relates to the discharge pipe.
【０００２】[0002]
【従来技術とその問題点】プレキャストコンクリート柱
の端部に芯鉄筋接続用としてモルタル充填式スリーブ継
ぎ手を埋設する場合、モルタル充填式スリーブ継ぎ手の
モルタル注入口とモルタル排出口にそれぞれ接続される
モルタル注入管とモルタル排出管は柱の外周鉄筋の間を
通して柱の表面に開口するように配置することになる
が、従来のモルタル注入管とモルタル排出管は真っすぐ
で変形しないため、柱の外周筋の間を通るようにモルタ
ル注入口とモルタル排出口を向きを調節したり、柱の表
面に開口するように長さを変えたりする必要があり、配
置作業が難しかった。2. Description of the Related Art When a mortar-filled sleeve joint is buried at the end of a precast concrete column for connecting core reinforcement, mortar injection is connected to a mortar inlet and a mortar outlet of the mortar-filled sleeve joint, respectively. The pipe and the mortar discharge pipe will be arranged so as to open to the surface of the column through the space between the outer rebars of the column. It was necessary to adjust the direction of the mortar inlet and the mortar outlet so as to pass through, or to change the length so as to open to the surface of the pillar, which made arrangement work difficult.
【０００３】[0003]
【考案の目的】本考案の目的は、前述の配置作業が容易
なモルタル充填式スリーブ継ぎ手用モルタル注入・排出
管を提供することにある。SUMMARY OF THE INVENTION An object of the present invention is to provide a mortar filling / discharging pipe for a mortar-filled sleeve joint which can be easily arranged as described above.
【０００４】[0004]
【考案の構成】本考案のモルタル充填式スリーブ継ぎ手
用モルタル注入・排出管の構成上の特徴は、モルタル充
填式スリーブ継ぎ手のモルタル注入口とモルタル排出口
にそれぞれ接続されるモルタル注入管とモルタル排出管
の少なくとも一部を、伸縮自在かつ屈曲自在のフレキシ
ブルチューブにした点にある。[Structure of the invention] The mortar filling and discharging pipe for the mortar filling type sleeve joint of the present invention is characterized in that the mortar filling pipe and the mortar discharging pipe are respectively connected to the mortar filling port and the mortar discharging port of the mortar filling type sleeve coupling. The point is that at least a part of the tube is a flexible tube that is stretchable and bendable.
【０００５】[0005]
【図面による説明】本考案の一実施例の説明図である図
１，図２において、１はプレキャストコンクリート造の
柱、２は基礎、３は柱１の外周鉄筋、４は柱１の芯鉄
筋、５は基礎２に埋設されたアンカー鉄筋、６は芯鉄筋
４とアンカー鉄筋５とを接続するために柱１の下端部に
埋設されたモルタル充填式スリーブ継ぎ手である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 and FIG. 2 are explanatory views of one embodiment of the present invention, wherein 1 is a precast concrete column, 2 is a foundation, 3 is an outer reinforcing bar of the column 1, and 4 is a core reinforcing bar of the column 1. Reference numeral 5 denotes an anchor reinforcing bar buried in the foundation 2, and reference numeral 6 denotes a mortar-filled sleeve joint buried at the lower end of the column 1 for connecting the core reinforcing bar 4 and the anchor reinforcing bar 5.
【０００６】モルタル充填式スリーブ継ぎ手６は、鉄筋
の接続具として従来周知のものであり、上下両端に鉄筋
挿入口が、また、側面にモルタル注入口とモルタル排出
口が、それぞれ設けられている。[0006] The mortar-filled sleeve joint 6 is a well-known connection tool for a reinforcing bar, and has a reinforcing bar insertion port at each of the upper and lower ends, and a mortar inlet and a mortar outlet on the side surfaces.
【０００７】モルタル充填式スリーブ継ぎ手６のモルタ
ル注入口とモルタル排出口にはそれぞれモルタル注入管
７とモルタル排出管８が接続されているが、これら両管
の両端部を除く中間部は、伸縮自在かつ屈曲自在のフレ
キシブルチューブ９で構成されている。A mortar injection pipe 7 and a mortar discharge pipe 8 are connected to a mortar injection port and a mortar discharge port of the mortar-filled sleeve joint 6, respectively. In addition, it is constituted by a flexible tube 9 that can be freely bent.
【０００８】柱１の製造時に、芯鉄筋４に接続したモル
タル充填式スリーブ継ぎ手６を型枠内の所定位置に設置
するするとともに、モルタル注入管７とモルタル排出管
８を外周筋３の間を通して先端が型枠の内面に当たるよ
うに配置するが、このモルタル注入管７とモルタル排出
管８の配置作業は、両管の中間部が伸縮自在かつ屈曲自
在であるため、容易である。At the time of manufacturing the column 1, a mortar-filled sleeve joint 6 connected to the core reinforcing bar 4 is installed at a predetermined position in the mold, and a mortar injection pipe 7 and a mortar discharge pipe 8 are passed between the outer rebars 3. The mortar injection pipe 7 and the mortar discharge pipe 8 are easily arranged because the tip of the mortar injection pipe 7 and the mortar discharge pipe 8 can be freely extended and contracted.
【０００９】[0009]
【考案の効果】本考案のモルタル充填式スリーブ継ぎ手
用モルタル注入・排出管は、以上のよよなものであるか
ら、これを芯鉄筋の接続用としてプレキャストコンクリ
ート柱内に埋設する場合に、従来のようにモルタル注入
口とモルタル排出口の向きを調節したり長さを変えたり
することなく、容易に配置できるので、作業能率の向上
に大いに役立つ。[Effects of the Invention] The mortar filling and discharging pipes for the mortar filling type sleeve joint of the present invention are the same as those described above. Therefore, when the mortar is buried in a precast concrete column for connecting a core rebar, As described above, the mortar inlet and the mortar outlet can be easily arranged without adjusting the direction or changing the length thereof, which greatly contributes to improvement of work efficiency.
【図１】本考案の一実施例を説明するための柱・基礎接
続部の一部省略の縦断面図である。FIG. 1 is a vertical cross-sectional view of a part of a pillar-foundation connection portion for explaining an embodiment of the present invention.
【図２】本考案の一実施例を説明するための柱の横断面
図である。FIG. 2 is a cross-sectional view of a pillar for explaining one embodiment of the present invention.
１ 柱 ２ 基礎 ３ 外周鉄筋 ４ 芯鉄筋 ５ アンカー筋 ６ モルタル充填式スリーブ継ぎ手 ７ モルタル注入管 ８ モルタル排出管 ９ フレキシブルチューブ DESCRIPTION OF SYMBOLS 1 Pillar 2 Foundation 3 Outer reinforcing bar 4 Core bar 5 Anchor bar 6 Mortar filling type sleeve joint 7 Mortar injection pipe 8 Mortar discharge pipe 9 Flexible tube
Claims (1)
ル注入口とモルタル排出口にそれぞれ接続されるモルタ
ル注入管とモルタル排出管の少なくとも一部を、伸縮自
在かつ屈曲自在のフレキシブルチューブにしたことを特
徴とするモルタル充填式スリーブ継ぎ手用モルタル注入
・排出管。At least a part of a mortar injection pipe and a mortar discharge pipe connected to a mortar inlet and a mortar outlet of a mortar-filled sleeve joint, respectively, are formed of a flexible tube that is stretchable and bendable. Mortar filling and discharging pipes for mortar-filled sleeve fittings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1992079233U JP2574688Y2 (en) | 1992-10-07 | 1992-10-07 | Mortar filling and discharging pipe for mortar filling type sleeve joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1992079233U JP2574688Y2 (en) | 1992-10-07 | 1992-10-07 | Mortar filling and discharging pipe for mortar filling type sleeve joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0632525U JPH0632525U (en) | 1994-04-28 |
| JP2574688Y2 true JP2574688Y2 (en) | 1998-06-18 |
Family
ID=13684165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1992079233U Expired - Fee Related JP2574688Y2 (en) | 1992-10-07 | 1992-10-07 | Mortar filling and discharging pipe for mortar filling type sleeve joint |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2574688Y2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7399415B2 (en) * | 2019-10-07 | 2023-12-18 | 株式会社大木組 | Stopper for concrete parts |
| CN116971510B (en) * | 2023-09-19 | 2023-12-15 | 山西二建集团有限公司 | Assembled wall, auxiliary assembly part and construction mode |
-
1992
- 1992-10-07 JP JP1992079233U patent/JP2574688Y2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0632525U (en) | 1994-04-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105298134B (en) | Without independent grouting port reinforcing bar grouting branch sleeve and system and construction method | |
| CN202391019U (en) | End part thickened grouting connector of steel bar | |
| CN101356318B (en) | Precast concrete segment having connecting structure using steel duct, and connecting structure thereof | |
| JP2574688Y2 (en) | Mortar filling and discharging pipe for mortar filling type sleeve joint | |
| CN209556239U (en) | A kind of half-connection grout sleeve of adjustable in length | |
| CN206971379U (en) | Precast beam and column connected node | |
| JP4483087B2 (en) | Anchor bolt construction method | |
| KR20080004007A (en) | Arrangement structure, vertical joint structure and vertical joint method of the unified form-prefabrication steel bar | |
| CN209211649U (en) | A kind of pre-buried anchor ear casing | |
| CN206986927U (en) | A kind of non-contact attachment structure of the prefabricated piping lane of split-type | |
| CN110761399A (en) | Vertical splicing structure of prefabricated wall board and assembling method thereof | |
| CN205116738U (en) | There are not independent slip casting mouth reinforcing bar grout connecting sleeve and system | |
| JPH0468142A (en) | Connection of precast concrete member in vertical direction | |
| JP4469058B2 (en) | Connection method of precast concrete members | |
| CN211950113U (en) | Windowsill coping prefabricated section that stability is high | |
| CN216239146U (en) | Waterproof prefabricated superimposed shear wall | |
| KR100445112B1 (en) | Connection device of concrete fume pipe | |
| CN214885527U (en) | Pre-buried spool regularization structure of structural slab | |
| CN210195003U (en) | Prefabricated superimposed sheet floor electric wiring structure | |
| CN212176317U (en) | Half grout sleeve | |
| CN219604660U (en) | ALC autoclaved aerated concrete wallboard with transverse embedded pipes | |
| CN207110131U (en) | Prefabricated outer wall panel | |
| JP2589887Y2 (en) | Vertical joint structure of precast concrete wall members | |
| JPH07292858A (en) | Structure for connecting pc member | |
| KR100434597B1 (en) | Water pipe connection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |