JPH07197657A - Method and equipment for pressing concrete into steel-pipe column - Google Patents

Method and equipment for pressing concrete into steel-pipe column

Info

Publication number
JPH07197657A
JPH07197657A JP6000288A JP28894A JPH07197657A JP H07197657 A JPH07197657 A JP H07197657A JP 6000288 A JP6000288 A JP 6000288A JP 28894 A JP28894 A JP 28894A JP H07197657 A JPH07197657 A JP H07197657A
Authority
JP
Japan
Prior art keywords
concrete
press
pipe column
steel pipe
slide valve
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
Application number
JP6000288A
Other languages
Japanese (ja)
Inventor
Masami Tsukamoto
正己 塚本
Shoichi Kamiya
正一 神谷
Tsuneyasu Tsuruta
常恭 鶴田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MEIWA KK
Fujita Corp
Original Assignee
MEIWA KK
Fujita Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by MEIWA KK, Fujita Corp filed Critical MEIWA KK
Priority to JP6000288A priority Critical patent/JPH07197657A/en
Publication of JPH07197657A publication Critical patent/JPH07197657A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/04Devices for both conveying and distributing
    • E04G21/0418Devices for both conveying and distributing with distribution hose
    • E04G21/0472Details 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)
  • Rod-Shaped Construction Members (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

PURPOSE:To prevent the leaving of pipes filled with concrete on the surface of a column after concrete is pressed into the steel-pipe column, and to shorten the labour hour of steel frame machining. CONSTITUTION:A reinforcing material 3 is welded to the inwall surface of a column surrounding a concrete press-in port 2 formed to the steel-pipe column 1, stud bolts 1A are bored to the external surface of the column, and a slide valve 4 with a parting plate 7 opening and closing grease nipples 8 and the press-in port 2 through the stud bolts 1A is mounted. Concrete is pressed in and filled into the steel-pipe column 1 from the press-in port 2 through the parting plate 7, the concrete press-in port 2 is closed by the parting plate 7, pressed-in concrete is cured, and the slide valve 4 is removed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は鋼管柱内にコンクリート
を圧入充填する方法及び装置に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for press-fitting and filling concrete into a steel pipe column.

【0002】[0002]

【従来の技術】従来、鋼管柱にコンクリートポンプ車で
コンクリートを圧入充填する場合、鋼管柱aにエルボパ
イプbを埋め込んでおき、柱面から突出しているパイプ
の部分にピンバルブcを取付けて、コンクリート配管d
を接続していた。(図7参照)
2. Description of the Related Art Conventionally, when concrete is pressed into a steel pipe column by using a concrete pump car, an elbow pipe b is embedded in the steel pipe column a, and a pin valve c is attached to the portion of the pipe projecting from the column surface to form a concrete pipe. d
Was connected. (See Figure 7)

【0003】[0003]

【発明が解決しようとする課題】前記従来技術において
は、コンクリート硬化後、ピンバルブを外しても柱面に
コンクリートが充填したパイプが残ってしまう。また鋼
管柱にエルボパイプを取込むため、加工に多くの手間を
要する。本発明は前記従来技術の有する問題点に鑑みて
提案されたもので、その目的とする処は、鋼管柱にコン
クリートを圧入した後、柱の表面にコンクリートの詰っ
たパイプが残ることがなく、鉄骨加工手間が簡略化され
た鋼管柱コンクリート圧入方法及び装置を提供する点に
ある。
In the above-mentioned prior art, after the concrete is hardened, the pipe filled with concrete remains on the pillar surface even if the pin valve is removed. Further, since the elbow pipe is incorporated in the steel pipe column, a lot of work is required for processing. The present invention has been proposed in view of the problems of the prior art, the purpose of the purpose, after press-fitting concrete into the steel pipe column, without leaving a pipe clogged with concrete on the surface of the column, Another object of the present invention is to provide a method and an apparatus for press-fitting concrete into a steel pipe column in which the time and effort required for steel frame processing are simplified.

【0004】[0004]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る鋼管柱コンクリート圧入方法によれ
ば、鋼管柱に設けたコンクリート圧入口を囲繞する柱内
壁面には補強材を溶接するとともに、柱外表面にはスタ
ッドボルトを突設しておき、同スタッドボルトを介して
グリースニップル及び前記圧入口を開閉する仕切板を具
えたスライドバルブを取り付け、前記仕切板を介して開
口された前記圧入口より鋼管柱内にコンクリートを圧
入、充填し、同コンクリートの圧入が完了したのを前記
仕切板を介して前記圧入口を閉塞し、前記コンクリート
の硬化後、前記スライドバルブを撤去するものである。
In order to achieve the above-mentioned object, according to the method of concrete press-fitting for a steel pipe column according to the present invention, a reinforcing material is welded to the inner wall surface of the column surrounding the concrete press-in port provided in the steel pipe column. In addition, a stud bolt is protrudingly provided on the outer surface of the pillar, and a slide valve having a partition plate that opens and closes the grease nipple and the pressure inlet is attached through the stud bolt, and the slide valve is opened through the partition plate. The concrete is press-fitted and filled into the steel pipe column from the press-fitting port, the press-fitting of the concrete is completed, the press-fitting port is closed through the partition plate, and after the concrete is hardened, the slide valve is removed. It is a thing.

【0005】前記の方法を達成するため、請求項2の鋼
管柱コンクリート圧入装置は、鋼管柱に設けたコンクリ
ート圧入口を囲繞する柱内壁面には補強材が溶接される
とともに柱外壁面にはスタッドボルトが突設され、同ス
タッドボルトを介して、グリースニップルを具え、且つ
前記コンクリート圧入は開閉仕切板を具えたスライドバ
ルブを取付け、同スライドバルブには前記コンクリート
圧入口に連通するコンクリート配管挿着用パイプが突設
されている。
In order to achieve the above method, in the concrete press fitting apparatus for steel pipe columns according to claim 2, a reinforcing material is welded to the inner wall surface of the column surrounding the concrete pressure inlet provided in the steel pipe column, and the outer wall surface of the column is welded. A stud bolt is projected, and a slide valve with a grease nipple and an opening / closing partition plate is attached to the concrete press-fitting through the stud bolt, and the concrete valve insertion pipe communicating with the concrete pressure inlet is attached to the slide valve. Wearing pipe is projected.

【0006】[0006]

【作用】本発明によれば前記したように、鋼管柱に設け
たコンクリート圧入口を開閉する仕切板を具えたスライ
ドバルブを、同圧入口の外周に突設したスタッドボルト
を介して取付け、鋼管柱に対するコンクリート圧入完了
後、前記仕切板によってコンクリート圧入口を閉塞し、
コンクリートの流出を止め、コンクリート硬化後に前記
スライドバルブを撤去することによって、鋼管柱の表面
でコンクリートを仕切り、コンクリート圧入口の封塞、
切断処理が不要となり、また前記スライドバルブの鋼管
柱に対するコンクリート圧入部材の取付作業が簡略化さ
れる。
According to the present invention, as described above, a slide valve having a partition plate for opening and closing a concrete pressure inlet provided in a steel pipe column is attached via a stud bolt projecting on the outer periphery of the pressure inlet, After the concrete press-fitting to the pillar is completed, the concrete press-in port is closed by the partition plate,
By stopping the outflow of concrete and removing the slide valve after the concrete has hardened, the concrete is partitioned on the surface of the steel pipe column, and the concrete pressure inlet is closed,
The cutting process is unnecessary, and the work of attaching the concrete press-fitting member to the steel pipe column of the slide valve is simplified.

【0007】また鋼管柱のコンクリート圧入口を囲繞す
る柱内壁面に補強材が溶接されているので、コンクリー
ト圧入孔の孔塞ぎの補強溶接が不要となる。
Further, since the reinforcing material is welded to the inner wall surface of the column surrounding the concrete pressure inlet of the steel pipe column, the reinforcement welding for closing the concrete pressure insertion hole is not necessary.

【0008】[0008]

【実施例】以下、本発明を図示の実施例について説明す
る。1は鋼管柱、2は柱面に設けたコンクリート圧入口
で、同圧入口2を囲繞する柱内壁面には補強材3が溶接
され、柱外表面にはスタッドボルト1Aが突設され、同
スタッドボルト1Aを介してスライドバルブ4が取り付
けられている。
The present invention will be described below with reference to the illustrated embodiments. Reference numeral 1 is a steel pipe column, 2 is a concrete pressure inlet provided on the column surface, a reinforcing material 3 is welded to the inner wall surface of the column surrounding the pressure inlet 2, and a stud bolt 1A is projectingly provided on the outer surface of the column. The slide valve 4 is attached via the stud bolt 1A.

【0009】スライドバルブ4は前記柱1の表面に接す
る裏板5及び表板6並びに表裏両板の中間に可摺動的に
介装された仕切板7より構成されていて、裏板5はスタ
ッドボルト1Aで取り付けられ、裏板5に突設されたボ
ルト1Bによって表板6が接合されている。図中5aは
裏板5に穿設され、コンクリート注入口2に合致する透
孔、6aは表板6に設けられ、前記圧入口2に連通し、
且つコンクリート配管を継接するためのパイプである。
The slide valve 4 is composed of a back plate 5 in contact with the surface of the pillar 1, a front plate 6, and a partition plate 7 slidably interposed between the front and back plates. The front plate 6 is joined by stud bolts 1A and bolts 1B protruding from the back plate 5. In the figure, 5a is formed in the back plate 5, a through hole that matches the concrete injection port 2, and 6a is provided in the front plate 6 and communicates with the pressure inlet 2.
It is also a pipe for connecting concrete pipes.

【0010】また前記仕切板7には前記コンクリート圧
入口2に対応する部位に透孔7aが設けられ、仕切板7
の摺動に伴って、前記コンクリート圧入口2を開閉する
ようになっている。図中7bは仕切板7のリブである。
更に前記表板6には仕切板7の滑りをよくするためのグ
リースニップル8が設けられている。
Further, the partition plate 7 is provided with a through hole 7a at a portion corresponding to the concrete pressure inlet 2, and the partition plate 7
The concrete pressure inlet 2 is opened and closed in accordance with the sliding. In the figure, 7b is a rib of the partition plate 7.
Further, the front plate 6 is provided with a grease nipple 8 for improving the sliding of the partition plate 7.

【0011】図示の実施例は前記したように構成されて
いるので、スライドバルブ4における仕切板7を摺動し
て鋼管柱1のコンクリート圧入口2を開口し、パイプ6
aに接続されたコンクリート圧入配管を介して鋼管柱1
内にコンクリートを圧入し、同コンクリートの圧入完了
後、前記仕切板7を摺動して前記コンクリート圧入口2
を閉塞してコンクリートの流出を止め、コンクリート硬
化後にスライドバルブ4を撤去する。撤去後、コンクリ
ートは鋼管柱1の表面に突出部がなくコンクリート圧入
口2の仕上げ作業が不要となり、また鋼管柱1内面の補
強材3によって補強され、孔塞ぎの補強溶接が不要とな
る。
Since the illustrated embodiment is constructed as described above, the partition plate 7 of the slide valve 4 is slid to open the concrete pressure inlet 2 of the steel pipe column 1 and the pipe 6
Steel pipe column 1 via concrete press fitting pipe connected to a
Concrete is press-fitted into the concrete, and after completion of the press-fitting of the concrete, the partition plate 7 is slid to slide the concrete press-fit 2
Is closed to stop the concrete from flowing out, and the slide valve 4 is removed after the concrete is hardened. After the removal, the concrete does not have a projecting portion on the surface of the steel pipe column 1 and thus the finishing work of the concrete press-fitting port 2 is unnecessary, and it is reinforced by the reinforcing material 3 on the inner surface of the steel pipe column 1 and the reinforcing welding for closing the hole is unnecessary.

【0012】また前記グリースニップル8によって仕切
板7の滑りがよくなる。
Further, the grease nipple 8 improves the sliding of the partition plate 7.

【0013】[0013]

【発明の効果】本発明によれば前記したように、鋼管柱
のコンクリート圧入口に設けたスライドバルブに設けた
仕切板によって、同圧入口を開閉するように構成したこ
とによって、コンクリートの圧入が完了したのち、前記
仕切板によってコンクリート圧入口を閉塞し、注入コン
クリートの硬化後、前記スライドバルブを撤去すること
によって、柱面に突起物が残らず、鋼管柱のコンクリー
ト圧入部の仕上げ作業が不要となる。また前記スライド
バルブは転用することができ、スライドバルブは分解可
能となり、必要に応じて内部の清掃が可能となり、更に
スライドバルブに設けたグリースニップルによって仕切
板の滑りがよくなる。
As described above, according to the present invention, a partition plate provided on a slide valve provided at a concrete pressure inlet of a steel pipe column is configured to open and close the same pressure inlet, so that the concrete pressure can be injected. After the completion, by closing the concrete inlet with the partition plate and removing the slide valve after hardening of the poured concrete, no protrusions remain on the column surface, and there is no need to finish the concrete tube press-fitting part of the steel pipe column. Becomes Further, the slide valve can be diverted, the slide valve can be disassembled, the inside can be cleaned as necessary, and the grease nipple provided on the slide valve improves sliding of the partition plate.

【0014】また鋼管柱には圧入用の穿孔とスタッドボ
ルトの取付のみでよく、鉄骨加工手間が容易になる。
Further, it suffices to attach a press-fitting hole and a stud bolt to the steel pipe column, which facilitates the work of steel frame processing.

【図面の簡単な説明】[Brief description of drawings]

【図1】鋼管柱にスライドバルブを取り付けた状態を示
す立面図である。
FIG. 1 is an elevational view showing a state where a slide valve is attached to a steel pipe column.

【図2】図1の平断面図である。FIG. 2 is a plan sectional view of FIG.

【図3】(イ)(ロ)は鋼管柱の部分平断面図及び立面
図である。
3A and 3B are a partial plan sectional view and an elevation view of a steel pipe column.

【図4】(イ)(ロ)はスライドバルブにおける裏板の
平断面図及び立面図である。
4A and 4B are a plan sectional view and an elevation view of a back plate of a slide valve.

【図5】(イ)(ロ)はスライドバルブにおける仕切板
の平断面図及び立面図である。
5A and 5B are a plan sectional view and an elevation view of a partition plate in a slide valve.

【図6】(イ)(ロ)はスライドバルブにおける表板の
平断面図及び立面図である。
6A and 6B are a plan sectional view and an elevation view of a front plate of a slide valve.

【図7】従来の鋼管柱コンクリート圧入方法を示す縦断
側面図である。
FIG. 7 is a vertical cross-sectional side view showing a conventional method for press-fitting concrete into a steel pipe column.

【符号の説明】[Explanation of symbols]

1 鋼管柱 1A スタッドボルト 1B ボルト 2 コンクリート圧入口 3 補強材 4 スライドバルブ 5 裏板 5a 透孔 6 表板 6a パイプ 7 仕切板 7a 透孔 7b リブ 8 グリースニップル 1 Steel Pipe Column 1A Stud Bolt 1B Bolt 2 Concrete Inlet 3 Reinforcing Material 4 Slide Valve 5 Back Plate 5a Through Hole 6 Front Plate 6a Pipe 7 Partition Plate 7a Through Hole 7b Rib 8 Grease Nipple

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鶴田 常恭 栃木県下都賀郡藤岡町大字大田和83−11 株式会社名和栃木工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tsuneyasu Tsuruta 83-11 Otawa, Fujioka-machi, Shimotsuga-gun, Tochigi Nawa Tochigi Plant

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鋼管柱に設けたコンクリート圧入口を囲
繞する柱内壁面には補強材を溶接するとともに、柱外表
面にはスタッドボルトを突設しておき、同スタッドボル
トを介してグリースニップル及び前記圧入口を開閉する
仕切板を具えたスライドバルブを取り付け、前記仕切板
を介して開口された前記圧入口より鋼管柱内にコンクリ
ートを圧入、充填し、同コンクリートの圧入が完了した
のを前記仕切板を介して前記圧入口を閉塞し、前記コン
クリートの硬化後、前記スライドバルブを撤去すること
を特徴とする鋼管柱コンクリート圧入方法。
1. A reinforcing material is welded to an inner wall surface of a pillar surrounding a concrete pressure inlet provided in a steel pipe pillar, and a stud bolt is projected on the outer surface of the pillar, and a grease nipple is provided through the stud bolt. And a slide valve having a partition plate for opening and closing the pressure inlet is attached, concrete is press-fitted and filled into the steel pipe column from the pressure inlet opened through the partition plate, and the press-fitting of the concrete is completed. A method for press-fitting concrete into a steel pipe column, comprising closing the press-in port via the partition plate, removing the slide valve after hardening the concrete.
【請求項2】 鋼管柱に設けたコンクリート圧入口を囲
繞する柱内壁面には補強材が溶接されるとともに柱外壁
面にはスタッドボルトが突設され、同スタッドボルトを
介して、グリースニップルを具え、且つ前記コンクリー
ト圧入口開閉仕切板を具えたスライドバルブを取付け、
同スライドバルブには前記コンクリート圧入口に連通す
るコンクリート配管挿着用パイプが突設されてなること
を特徴とする鋼管柱コンクリート圧入装置。
2. A reinforcing material is welded to the inner wall surface of the pillar surrounding the concrete pressure inlet provided in the steel pipe pillar, and a stud bolt is projectingly provided on the outer wall surface of the pillar, and a grease nipple is inserted through the stud bolt. And a slide valve equipped with the concrete pressure inlet opening and closing partition plate,
A concrete pipe press-fitting device for a steel pipe column, wherein a pipe for inserting concrete pipe which communicates with the concrete press-in port is projectingly provided on the slide valve.
JP6000288A 1994-01-06 1994-01-06 Method and equipment for pressing concrete into steel-pipe column Pending JPH07197657A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6000288A JPH07197657A (en) 1994-01-06 1994-01-06 Method and equipment for pressing concrete into steel-pipe column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6000288A JPH07197657A (en) 1994-01-06 1994-01-06 Method and equipment for pressing concrete into steel-pipe column

Publications (1)

Publication Number Publication Date
JPH07197657A true JPH07197657A (en) 1995-08-01

Family

ID=11469723

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6000288A Pending JPH07197657A (en) 1994-01-06 1994-01-06 Method and equipment for pressing concrete into steel-pipe column

Country Status (1)

Country Link
JP (1) JPH07197657A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0821093A (en) * 1994-07-06 1996-01-23 Osaki Kensetsu Kk Rotary shutter type opening and closing device for concrete force feed pipe
JP2010053660A (en) * 2008-08-29 2010-03-11 Hitachi Plant Technologies Ltd Hole finishing method
KR101533110B1 (en) * 2013-03-11 2015-07-02 주식회사 포스코건설 Device for connecting concrete injection pipe and method for constructing concrete filled steel tube with the device
CN116786946A (en) * 2023-08-17 2023-09-22 中建材(合肥)钢构科技有限公司 Girth welding device for net rack rod piece and end fitting

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0821093A (en) * 1994-07-06 1996-01-23 Osaki Kensetsu Kk Rotary shutter type opening and closing device for concrete force feed pipe
JP2010053660A (en) * 2008-08-29 2010-03-11 Hitachi Plant Technologies Ltd Hole finishing method
KR101533110B1 (en) * 2013-03-11 2015-07-02 주식회사 포스코건설 Device for connecting concrete injection pipe and method for constructing concrete filled steel tube with the device
CN116786946A (en) * 2023-08-17 2023-09-22 中建材(合肥)钢构科技有限公司 Girth welding device for net rack rod piece and end fitting
CN116786946B (en) * 2023-08-17 2023-11-10 中建材(合肥)钢构科技有限公司 Girth welding device for net rack rod piece and end fitting

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