JP2794030B2 - Press-fit jig - Google Patents
Press-fit jigInfo
- Publication number
- JP2794030B2 JP2794030B2 JP1330390A JP33039089A JP2794030B2 JP 2794030 B2 JP2794030 B2 JP 2794030B2 JP 1330390 A JP1330390 A JP 1330390A JP 33039089 A JP33039089 A JP 33039089A JP 2794030 B2 JP2794030 B2 JP 2794030B2
- Authority
- JP
- Japan
- Prior art keywords
- hole
- concrete
- press
- screwed
- jig
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0472—Details of connection of the hose to the formwork, e.g. inlets
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
【発明の詳細な説明】 「産業上の利用分野」 この発明は、構造物躯体型枠,鋼管柱等に下部よりコ
ンクリートを圧入するコンクリート打設工法における圧
入孔治具に関する。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a press-fitting hole jig in a concrete casting method for press-fitting concrete from below into a structural frame, a steel pipe column, or the like.
「従来の技術」 構造物躯体型枠,鋼管柱にコンクリートを投入する打
設方法にあっては、スラブ高さからコンクリートを躯体
型枠内に投入するため、コンクリートの自由落下高さが
大きくなり、また落下途中で鉄骨の鉄筋等の障害物に衝
突し、コンクリートの骨材分離を生起し易く、特に階高
が高い場合や、骨材部材の鉄筋が輻輳して配設されてい
る場合にこのような影響が出易い。またコンクリート落
下時の差込み空気によって打上りコンクリートにジャン
カ、大きな気泡の発生を生起する。さらには上述の弊害
を回避すべく打設部位まで供給管路を延出させるとした
ところのトレミー管は構造物躯体内の鉄骨、鉄筋の配置
状態によっては使用不可能となる。叙上の諸問題はいず
れもコンクリートを上方より打設しようとすることに起
因している。"Conventional technology" In the method of casting concrete into the structural formwork and steel pipe columns, the concrete falls into the structural form from the slab height, so the free fall height of the concrete increases. Also, it is likely to collide with obstacles such as steel rebar in the middle of dropping, easily causing aggregate separation of concrete, especially when the floor height is high or when the rebar of the aggregate member is arranged congested Such an effect is likely to occur. In addition, the injected air at the time of falling concrete causes jumping and large air bubbles in the launched concrete. Furthermore, the tremy tube, in which the supply pipe is extended to the casting site in order to avoid the above-mentioned adverse effects, cannot be used depending on the arrangement of the steel frames and reinforcing bars in the structural body. All of the above problems stem from trying to pour concrete from above.
そこで、コンクリートを上方より投入するのではなく
して、下部より圧入するとした工法が、特開昭56-93374
号公報、特開昭64-62555号公報等に提案されている。Therefore, a construction method in which concrete is injected from below rather than from above is disclosed in JP-A-56-93374.
And Japanese Patent Application Laid-Open No. 64-62555.
このように下部よりコンクリートを圧入することによ
り空気を巻込む事なく連続して打設する事が出来、圧入
範囲のコンクリートはコンクリート圧送装置により加圧
力と、自重とによって加圧された状態で打設されるの
で、コンクリート内部に含まれようとする空気も上部に
押し出されるのでコンクリートの中間に空洞部が残るこ
となく密実で強度があり、耐久性のあるコンクリートが
打設され、且つコンクリートが骨材分離のない平均した
混合状態のまま上昇するので、鉄骨や鉄筋が障害となる
ことがなく、比重差によるコンクリート内部の質変差も
なく平均した強度を持ったコンクリート壁を形成するこ
とができる。In this way, the concrete can be poured continuously from the lower part without being trapped in the air, and the concrete in the press-fitting area can be driven while being pressed by the concrete pressing device and the weight of the concrete. Since the air to be contained in the concrete is also pushed out to the upper part, there is no hollow part in the middle of the concrete, the concrete is strong, durable, durable concrete is poured, and the concrete is poured. As it rises in an average mixed state without aggregate separation, it is possible to form a concrete wall with average strength without steel frames and rebars becoming an obstacle, and there is no variation in concrete inside due to a difference in specific gravity it can.
叙上の下部より圧入するコンクリート打設工法におけ
る圧入孔治具としては、前記の特開昭64-62555号公報に
紹介されている。すなわち、第2図、第3図、第4図に
おいて、圧入孔治具13は、コンクリート投入用透孔1を
有し、周囲の堰板に対する接続フランジ2が外周縁に配
設された矩形状主板3に、前記透孔1の両側にL型断面
の一双の水平枠4が固着され、同両水平枠4,4の透孔1
を挟んで対向する両端部間に連結片5,6が前記各水平枠
4と直角に連結され、前記主板3上には前記各水平枠4
間に可摺動的に嵌装され、且つ前記透孔1の対応部位に
透孔7を有するとともに、一端部にL型把手8を具えた
シャッター9が張架され、同シャッター9を前記水平枠
4を案内として摺動させることによって、前記透孔1が
開閉されるようになっている。A jig for a press-fitting hole in a concrete placing method for press-fitting from the lower part described above is introduced in the above-mentioned JP-A-64-62555. That is, in FIGS. 2, 3 and 4, the press-in hole jig 13 has a through hole 1 for introducing concrete, and has a rectangular shape in which the connection flange 2 for the surrounding weir plate is disposed on the outer peripheral edge. A pair of horizontal frames 4 having an L-shaped cross section is fixed to both sides of the through hole 1 on the main plate 3.
The connecting pieces 5 and 6 are connected at right angles to the horizontal frames 4 between both end portions opposed to each other with the horizontal frame 4 interposed therebetween.
A shutter 9 fitted slidably between the holes and having a through hole 7 at a position corresponding to the through hole 1 and having an L-shaped handle 8 at one end is stretched. The through hole 1 is opened and closed by sliding the frame 4 as a guide.
図中10は前記連結片5に螺挿されたシャッター9の締
付用ボルトである。In the drawing, reference numeral 10 denotes a bolt for tightening the shutter 9 screwed into the connecting piece 5.
該水平枠4には、ホース接続筒片12がその取付座11を
介してビス止めされる。尚、図中Aは構造物躯体型枠,H
はホースを示す。A hose connection tube piece 12 is screwed to the horizontal frame 4 via a mounting seat 11 thereof. In the figure, A is the structural body frame, H
Indicates a hose.
「発明が解決しようとする課題」 従来の圧入孔治具にあって、透孔1を遮断して型枠A
内からの大なる圧力に抵抗するシャッター9のバックア
ップは、ホース接続筒片12が水平枠4,4間に渡架し一体
的に取付くことで所定の強度が奏されており、水平枠4,
4先端に僅かに設けられた係止部14,14の係止効果のみで
耐えることは不可能である。"Problem to be Solved by the Invention" In a conventional press-fitting jig, a mold A
The back-up of the shutter 9 which resists a large pressure from the inside is provided with a predetermined strength by the hose connection tube piece 12 being bridged between the horizontal frames 4 and 4 and integrally attached to the horizontal frame 4. ,
4 It is impossible to withstand only the locking effect of the locking portions 14 provided slightly at the tip.
しかして、型枠に多設される圧入孔治具13にあって接
続筒片12をコンクリート打設完了をもって転用すること
は出来ず、コンクリート固化まで拘束される。However, in the press-fitting jigs 13 provided in the formwork, the connection tube piece 12 cannot be diverted when the concrete casting is completed, and is restricted until the concrete is solidified.
本発明は,接続筒片がコンクリート打設完了で直ちに
転用することの出来る圧入孔治具を提供することを目的
としている。SUMMARY OF THE INVENTION It is an object of the present invention to provide a press-fitting jig in which a connecting tube piece can be diverted immediately upon completion of concrete placement.
「課題を解決するための手段」 上記目的を達成するために、本発明の圧入孔治具にお
いては、コンクリート投入用透孔を有する型枠面にビス
止着される矩形状主板と、該コンクリート投入用透孔の
対応部位に透孔を有し、当該透孔を挟んだ両側端に一双
の堰部を付設の前記矩形状主板にビス止め圧着されるバ
ックアッププレートと、下半部に前記の両透孔に対応す
る透孔を有し、該一双の堰部にガイドされて摺動する一
端部にL型把手を具えたシャッターと、該バックアップ
プレートに対して取付座を介してビス止めされる接続筒
片とからなるとしたものである。Means for Solving the Problems In order to achieve the above object, in the press-fitting jig of the present invention, a rectangular main plate screwed to a mold surface having a through hole for concrete injection, A backup plate which has a through hole at a position corresponding to the charging through hole, and which is provided with a pair of weirs at both ends sandwiching the through hole and which is screwed and pressed to the rectangular main plate, It has a through hole corresponding to both through holes, a shutter provided with an L-shaped handle at one end that is guided and slid by the pair of weirs, and is screwed to the backup plate via a mounting seat. And a connecting cylinder piece.
上記の接続筒片の筒部は取付座に対して首振り自在に
組付けされるとすると良い。It is preferable that the tube portion of the connection tube piece is assembled so as to swing freely with respect to the mounting seat.
「作用」 上記のように構成された圧入孔治具にあっては、シャ
ッターが受止する打設コンクリート圧力については、全
面覆着のバックアッププレートが支保する。このため、
コンクリート未固化の段階でもって接続筒片を撤去して
も何んら差し支えがない。[Operation] In the press-fitting hole jig configured as described above, the cast-in concrete pressure received by the shutter is supported by the backup plate that is entirely covered. For this reason,
There is no problem if the connecting tube piece is removed at the stage where the concrete is not solidified.
「実施例」 実施例について図面を参照して説明すると、第1図a
〜cにおいて、取付プレートを形成すべく型枠面にビス
止着にて貼着されるコンクリート投入用透孔15を有する
矩形状主板16には、両側に次記するバックアッププレー
ト17の組付ガイドを兼ねて屈曲リブ18,18を付形するを
良しとする。該主板16にビス止め圧着されるバックアッ
ププレート17の当該圧着面の両側端には一双の堰部19,1
9が付設されると共に、堰部19,19中間には該透孔15に対
応する透孔20が設けられている。Example An example will be described with reference to the drawings.
In (c), an assembling guide for a backup plate 17 described below is provided on both sides of a rectangular main plate 16 having a concrete introduction through hole 15 stuck to a mold surface with screws to form a mounting plate. It is good to shape the bent ribs 18 and 18 to serve also as a function. A pair of weirs 19, 1 are provided at both ends of the crimping surface of the backup plate 17 which is screwed and crimped to the main plate 16.
9 is provided, and a through hole 20 corresponding to the through hole 15 is provided in the middle of the weir portions 19, 19.
叙上堰部19,19によって形成される間隙部21には下半
部に前記透孔15,20に対応する透孔22を穿孔したシャッ
ター23が挿嵌される。A shutter 23 having a through-hole 22 corresponding to the through-holes 15 and 20 is inserted in the lower half of the gap 21 formed by the raising dams 19 and 19.
当該シャッター23の一端部にはL型把手24が具えられ
ており、打撃降下や脱落阻止等に利用されている。An L-shaped handle 24 is provided at one end of the shutter 23, and is used for impact dropping and falling prevention.
取付座25を有するところの接続筒片26は当該取付座25
を介してバックアッププレート17にビス止めされる。The connecting cylinder piece 26 having the mounting seat 25 is the mounting seat 25
Is screwed to the backup plate 17 via
叙上の如く、3つの積重部材16、17,25はビスを介し
て止着されるので共通のビスを利用することが可能であ
るが、図示(a図)の如く、接続筒片26を主板16とバッ
クアッププレート17との圧着用ビスに取付けないように
留意しなければならない。何故ならば、接続筒片26を転
用が不可能になるからで、接続筒片26は主板16とバック
アッププレート17との圧着に関与しない別個のビスに取
付かねばならない。As described above, since the three stacking members 16, 17, 25 are fastened via screws, it is possible to use a common screw. However, as shown in FIG. Care must be taken not to attach to the screw for crimping the main plate 16 and the backup plate 17. This is because the connecting tube piece 26 cannot be diverted, and the connecting tube piece 26 must be attached to a separate screw that does not participate in the crimping of the main plate 16 and the backup plate 17.
叙上構成にあって、バックアッププレート17はシャッ
ター23を全面的に背当てして支持するので、これによっ
て、打設コンクリートの圧力に耐えることが出来る。In the above-described configuration, the backup plate 17 supports the shutter 23 with the back thereof entirely backed, so that it can withstand the pressure of the cast concrete.
接続筒片26における筒部27を取付座25に対してb,c図
に示す如く、筒部27先端を半球状に拡径28し、これに対
応した受座29を取付座25に付設するとしたり(b図)、
あるいは、筒部27を所定角屈曲のうえ、先端にフランジ
部30を付形し、これに対応した受座31を取付座25に付設
したり(c図)して、首振り可能に組付けると、型枠内
へのコンクリート打設方向を合理的に設定し得好適であ
る。As shown in FIGS.b and c, the cylindrical portion 27 of the connecting tubular piece 26 is enlarged to a hemispherical shape 28 at the tip of the cylindrical portion 27 with respect to the mounting seat 25, and a corresponding receiving seat 29 is attached to the mounting seat 25. (Figure b)
Alternatively, the cylindrical portion 27 is bent at a predetermined angle, a flange portion 30 is formed at the tip, and a receiving seat 31 corresponding to the flange portion 30 is attached to the mounting seat 25 (see FIG. 3C), so that the head portion can be swung. It is preferable that the direction of placing concrete in the mold can be set rationally.
「発明の効果」 本発明は、以上説明したように構成されているので、
以下に記載されるような効果を奏する。[Effect of the Invention] Since the present invention is configured as described above,
The following effects are obtained.
(1)コンクリート打設完了後直ちに接続筒片の転用が
図れ、コスト低減効果がある。(1) The connection tube piece can be diverted immediately after the completion of concrete casting, resulting in a cost reduction effect.
(1)に加えて最も良好なコンクリート打設方向の選
定が可能である事から、圧入部材,圧入場所の変化によ
り別ピースを製作取付ける事が省略出来る。In addition to (1), it is possible to select the best concrete placing direction, so that it is possible to omit manufacturing and mounting another piece by changing the press-in member and the press-in place.
第1図aは本発明治具の展開図,同図b,cは夫々治具要
部の説明図、第2図は下部よりコンクリートを圧入する
工法の説明図、第3図a,bは従来の治具の構成一部の
平,正面図、第4図a,bは従来治具の構成一部の平面図,
a図中b−b矢視図である。 1……コンクリート投入用透孔、2……接続フランジ、
3……矩形状主板、4……水平枠、5,6……連結片、7
……透孔、8……L型把手、9……シャッター、10……
締付用ボルト、11……取付座、12……ホース接続筒片、
13……圧入孔治具、14……係止部、15……コンクリート
投入用透孔、16……矩形状主板、17……バックアッププ
レート、18……屈曲リブ、19……堰部、20……透孔、21
……間隙部、22……透孔、23……シャッター、24……L
型把手、25……取付座、26……接続筒片、27……筒部、
28……拡径、29……受座、30……フランジ部、31……受
座。Fig. 1a is an exploded view of the jig of the present invention, Figs. B and c are explanatory views of a main part of the jig, Fig. 2 is an explanatory view of a method of press-fitting concrete from below, and Figs. 4a and 4b are plan views of a part of a conventional jig, and FIGS.
It is a bb arrow line view in a figure. 1 ... through hole for concrete input, 2 ... connection flange,
3 ... rectangular main plate, 4 ... horizontal frame, 5, 6 ... connecting piece, 7
...... Through-hole, 8 ... L-shaped handle, 9 ... Shutter, 10 ...
Tightening bolts, 11 ... Mounting seat, 12 ... Hose connection tube piece,
13… Press-fitting jig, 14… Locking part, 15… Concrete insertion hole, 16… Rectangular main plate, 17… Backup plate, 18… Bending rib, 19… Weir, 20 …… through hole, 21
... gap, 22 ... through-hole, 23 ... shutter, 24 ... L
Mold handle, 25… Mounting seat, 26… Connection tube piece, 27… Tube portion,
28 ... diameter expansion, 29 ... seat, 30 ... flange, 31 ... seat.
フロントページの続き (56)参考文献 特開 平1−62555(JP,A) 実開 昭59−38348(JP,U) 特公 昭45−2217(JP,B1) (58)調査した分野(Int.Cl.6,DB名) E04G 21/02Continuation of front page (56) References JP-A-1-62555 (JP, A) JP-A-59-38348 (JP, U) JP-B-45-2217 (JP, B1) (58) Fields investigated (Int) .Cl. 6 , DB name) E04G 21/02
Claims (1)
ビス止着される矩形状主板と、該コンクリート投入用透
孔の対応部位に透孔を有し、当該透孔を挟んだ両側端に
一双の堰部を付設の前記矩形状主板にビス止め圧着され
るバックアッププレートと、下半部に前記の両透孔に対
応する透孔を有し、該一双の堰部にガイドされて摺動す
る一端部にL型把手を具えたシャッターと、該バックア
ッププレートに対して取付座を介してビス止めされる取
付座に対して首振り自在に組付けされた接続筒片とから
なる圧入孔治具。1. A rectangular main plate screwed to a surface of a formwork having a through hole for concrete injection, and a through hole at a portion corresponding to the through hole for concrete injection, and both ends sandwiching the through hole. A backup plate that is screwed and pressed onto the rectangular main plate provided with a pair of weirs, and a through-hole corresponding to the through-holes in the lower half, and is guided by the pair of weirs to slide. A press-fit hole comprising a shutter having an L-shaped handle at one end that moves, and a connecting cylinder piece that is swingably mounted on a mounting seat that is screwed to the backup plate via a mounting seat. jig.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1330390A JP2794030B2 (en) | 1989-12-20 | 1989-12-20 | Press-fit jig |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1330390A JP2794030B2 (en) | 1989-12-20 | 1989-12-20 | Press-fit jig |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03191176A JPH03191176A (en) | 1991-08-21 |
JP2794030B2 true JP2794030B2 (en) | 1998-09-03 |
Family
ID=18232068
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1330390A Expired - Fee Related JP2794030B2 (en) | 1989-12-20 | 1989-12-20 | Press-fit jig |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2794030B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2829216B2 (en) * | 1993-03-18 | 1998-11-25 | 大阪瓦斯株式会社 | Concrete casting method and casting chute in reverse winding method |
JP4817052B2 (en) * | 2006-01-19 | 2011-11-16 | 株式会社 ▲高▼▲橋▼監理 | Rotary concrete press-fitting device for temporary frames |
JP4962771B2 (en) * | 2006-11-09 | 2012-06-27 | 株式会社 ▲高▼▲橋▼監理 | Upright rotation type ready-mixed concrete press-fitting device |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS606236B2 (en) * | 1981-02-16 | 1985-02-16 | 株式会社クラレ | Water-swellable water stop agent |
JPS6462555A (en) * | 1987-09-02 | 1989-03-09 | Taisei Corp | Method of placing construction of structure body concrete |
-
1989
- 1989-12-20 JP JP1330390A patent/JP2794030B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH03191176A (en) | 1991-08-21 |
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