JPH04133702A - Manufacturing device for precast concrete beam member - Google Patents

Manufacturing device for precast concrete beam member

Info

Publication number
JPH04133702A
JPH04133702A JP25643990A JP25643990A JPH04133702A JP H04133702 A JPH04133702 A JP H04133702A JP 25643990 A JP25643990 A JP 25643990A JP 25643990 A JP25643990 A JP 25643990A JP H04133702 A JPH04133702 A JP H04133702A
Authority
JP
Japan
Prior art keywords
concrete
feeder
shuttering
cross
formwork
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.)
Granted
Application number
JP25643990A
Other languages
Japanese (ja)
Other versions
JPH0751287B2 (en
Inventor
Tetsuya Sasaki
哲也 佐々木
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP25643990A priority Critical patent/JPH0751287B2/en
Publication of JPH04133702A publication Critical patent/JPH04133702A/en
Publication of JPH0751287B2 publication Critical patent/JPH0751287B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To contrive a reduction of the cost of equipment and labor--saving in assembly and disassembly, by a method wherein the title device is provided with a concrete feeder moving along a longitudinal direction of a main iron reinforcing rod, a profile inner concrete shuttering and a concrete feed pipe which passes through a notched part of the center of the top of a costal iron reinforcing rod and opens into the inside of the inner concrete shuttering. CONSTITUTION:After a long-sized main iron reinforcing rod 3 and a costal iron reinforcing rod 4 are arranged between outer concrete shutterings 2, 2, a concrete feeder 6 loaded with concrete slurry 12 is moved toward the other end from one end of an outer concrete shuttering 2. Simultaneously with the above concrete slurry 12 is cast between the outer concrete shuttering 2 and an inner concrete shuttering 9 from a feed pipe 10 to a height where a top main iron reinforcing rod 3 part is exposed and the concrete slurry 12 is compacted by operating a vibrator 11. The concrete 12 in a profile is molded by placing the cocrete by moving the concrete feeder 6 extending from on end to the other end of the outer concrete shuttering, cured, hardened and a long-sized precast concrete beam member is obtained.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明はプレキャストコンクリート粱部材の製造装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an apparatus for manufacturing a precast concrete casing member.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

近年、上端主筋部分が露出し断面U形にコンクリートを
打設してなったプレキャストコンクリート粱部材が実用
化されている。この梁部材は嵩張らず、過大な重量とな
らず、取扱性がよく、柱、床スラブ等との接合が容易で
あって、粱コストの低廉化、施工性の向上、強度上安全
な接合強度が得られる等量れた性能が認められている。
In recent years, precast concrete members have been put into practical use, in which the upper main reinforcement portion is exposed and concrete is poured into a U-shaped cross section. This beam member is not bulky, does not have excessive weight, is easy to handle, and can be easily joined to columns, floor slabs, etc., resulting in lower costs, improved workability, and safe joint strength. Equivalent performance has been recognized.

しかし、従来のプレキャストコンクリート梁は1品ごと
の注文生産により製造しているので、大量生産する一般
建材に比べ部材コストが割高となる欠点があった。
However, since conventional precast concrete beams are manufactured to order for each item, they have the disadvantage that component costs are relatively high compared to general building materials that are mass-produced.

この発明は上記問題点に着目しなされたものである。そ
の目的は所望の粱長さに切断して利用することを前提と
した、長尺のプレキャストコンクリート梁部材を大量生
産方式により、能率よく、低コストで製造することがで
きるプレキャストコンクリート梁部材の製造装置を提案
するにある。
This invention has been made in view of the above-mentioned problems. The purpose is to manufacture precast concrete beam members that can be manufactured efficiently and at low cost using a mass production method that allows long precast concrete beam members to be cut into desired lengths and used. There is a device to suggest.

〔課題を解決するだめの手段〕[Failure to solve the problem]

〔1)の発明になるプレキャストコンクリート梁部材の
製造装置は水平をなす主筋および肋筋の周りに、上端主
筋部分を除き断面U形をなしコンクリートを打設して上
端主筋部分が露出し断面U形をなしたプレキャストコン
クリート梁部材を製造する装置であって、長尺の主筋長
さ方向に沿い移動するコンクリートフィーダー、コンク
リートフィーダーに同伴移動する断面口形の内型枠、コ
ンクリートフィーダーから肋筋上端中央の切欠部を通り
内型枠内側面に開口するコンクリートフィードパイプを
備えてなることを特徴とする。(2)の発明になる製造
装置は水平をなす主筋および肋筋の周りに、上端主筋部
分を除き断面U形をなしコンクリートを打設して上端主
筋部分が露出し断面U形をなしたプレキャストコンクリ
ート梁部材を製造する装置であって、長尺の主筋長さ方
向に沿い移動するコンクリートフィーダー、コンクリー
トフィーダーに同伴移動する外型枠および断面U形の内
型枠、コンクリートフィーダーから肋筋上端中央の切欠
部を通り内型枠内側面に開口するコンクリートフィード
パイプを備えてなることを特徴とする。
The apparatus for manufacturing a precast concrete beam member according to the invention of [1) casts concrete around horizontal main reinforcements and sub-reinforcements, which have a U-shaped cross section except for the upper main reinforcement portion, and the upper end main reinforcement portion is exposed and has a U-shaped cross section. This equipment manufactures shaped precast concrete beam members, including a concrete feeder that moves along the length of the long main reinforcement, an inner formwork with a cross-sectional opening that moves along with the concrete feeder, and a concrete feeder that moves from the concrete feeder to the top center of the cost reinforcement. It is characterized by being equipped with a concrete feed pipe that passes through the notch and opens on the inner side of the inner formwork. The manufacturing device according to the invention of (2) is a pre-casting machine that has a U-shaped cross section except for the upper main reinforcing bars around the horizontal main reinforcing bars and sub-reinforcements, and concrete is poured to expose the upper main reinforcing bars and form a U-shaped cross section. A device for manufacturing concrete beam members, including a concrete feeder that moves along the length of long main reinforcements, an outer formwork and an inner formwork with a U-shaped cross section that move together with the concrete feeder, and a concrete feeder that moves along the length of the reinforcement bars. It is characterized by being equipped with a concrete feed pipe that passes through the notch and opens on the inner side of the inner formwork.

〔実 施 例〕〔Example〕

第1.2図は(1)の発明になる製造装置の実施例を示
す。この装置は、長さ数100mのロングラインであっ
て、水平の床1面に直立する外型枠2.2が併列し配し
てあり、その間に長尺の主筋3、肋筋4が配筋しである
。肋筋4は上端中央部が切欠し切欠部5となっている。
FIG. 1.2 shows an embodiment of the manufacturing apparatus according to the invention (1). This equipment is a long line with a length of several hundred meters, and outer formworks 2.2 that stand upright on one horizontal floor are arranged side by side, and long main reinforcements 3 and sub-reinforcements 4 are arranged between them. It's a plot. The rib cage 4 is cut out at the center of its upper end to form a cutout 5.

外型枠2.2の上部にはコンクリートフィーダー6が載
置してあり、フィーダー6は車輪7にのり、外型枠2上
端面に布設したレール8に沿い、移動可能となっている
。フィーダー6の下方には断面U形の内型枠9が配して
あり、フィーダー6底から下方に伸びたコンクリートフ
ィードパイプ10の先端に取付けである。このフィード
パイプ10は両側横方向と下方向の3方向に分岐し、そ
れぞれの先端は内型枠9に固着するとともにその内側面
に開口している。また、内型枠9の外側面には2つのバ
イブレータ−11が添付けである。
A concrete feeder 6 is placed on the upper part of the outer formwork 2.2, and the feeder 6 rides on wheels 7 and is movable along a rail 8 laid on the upper end surface of the outer formwork 2. An inner formwork 9 having a U-shaped cross section is disposed below the feeder 6, and is attached to the tip of a concrete feed pipe 10 extending downward from the bottom of the feeder 6. This feed pipe 10 branches into three directions, lateral to both sides and downward, and each tip is fixed to the inner formwork 9 and opens at the inner surface thereof. Further, two vibrators 11 are attached to the outer surface of the inner formwork 9.

この装置は以上の構成からなり、この装置で梁部材を製
造するには、外型枠2.2間に長尺の主筋3および肋筋
4を配筋した後、コンクリートスラリー12を積込んだ
コンクリートフィーダー6を外型枠2一端から他端に向
は移動させる。同時にコンクリートスラリー12を、フ
ィードパイプ10から外型枠2と内型枠9との間に上端
主筋3部分が露出する高さに注入し、バイブレータ−1
1を作動して締固める。
This device has the above configuration, and in order to manufacture beam members with this device, after arranging long main reinforcements 3 and cost reinforcements 4 between the outer formwork 2.2, concrete slurry 12 is loaded. The concrete feeder 6 is moved from one end of the outer formwork 2 to the other end. At the same time, concrete slurry 12 is injected from the feed pipe 10 to a height where the upper main reinforcing bars 3 are exposed between the outer formwork 2 and the inner formwork 9.
1 to compact it.

外型枠の一端から他端にわたりコンクリートフィーダー
を移動させ、コンクリートを打設することにより断面U
形のコンクIJ−)12が塑造され、養生、硬化せしめ
て長尺のプレキャストコンクリート梁部材が得られる。
By moving the concrete feeder from one end of the outer formwork to the other and pouring concrete, the cross section U
A concrete IJ-) 12 of the shape is molded, cured, and hardened to obtain a long precast concrete beam member.

これを任意の長さ寸法に切断して所望の長さのプレキャ
スト粱部材となし使用に供する。
This is cut to any desired length and used as a precast cylindrical member of a desired length.

第3.4図は(2)の発明になる製造装置の実施例を示
す。この装置も長さ数100mのロングラインであり、
水平の床1面に2条のレール8゜8が布設してあり、そ
の上部にコンクリートフィーダー6が載置しである。こ
のコンクリートフィーダー6は台座13およびその下方
両側面に固着した垂直面をなす外型枠14.14で支持
され、外型枠14下端に設けた車輪15にのりレール8
上に沿い移動可能となしである。また、フィーダー6の
下方には断面口形の内型枠9が配してあり、フィーダー
6底から下方に伸びたコンクリートフィードパイプ10
の先端に取付けである。フィードパイプ10の3方向に
分岐した先端は、それぞれ内型枠9に固着するとともに
、その内側面に開口している。また、内型枠9の外側面
には2つのバイブレータ−11が添付けである。
FIG. 3.4 shows an embodiment of the manufacturing apparatus according to the invention (2). This device is also a long line with a length of several hundred meters,
Two rails 8°8 are laid on one horizontal floor, and a concrete feeder 6 is placed on top of the rails. This concrete feeder 6 is supported by a pedestal 13 and an outer formwork 14.14 having a vertical surface fixed to both sides of the lower part of the pedestal 13, and is mounted on wheels 15 provided at the lower end of the outer formwork 14.
Can be moved along the top and without. Further, an inner formwork 9 having a cross-sectional opening shape is arranged below the feeder 6, and a concrete feed pipe 10 extending downward from the bottom of the feeder 6.
It is attached to the tip of the The ends of the feed pipe 10 branched into three directions are each fixed to the inner formwork 9 and are open on the inner surface thereof. Further, two vibrators 11 are attached to the outer surface of the inner formwork 9.

この装置で梁部材を製造するには、床1面上のレール8
,8間に長尺の主筋3および上端中央が切欠部5となっ
た肋筋4を配筋した後、コンクリートスラリー12を積
込んだコンクリートフィーダー6をレール8一端から他
端に向は移動させる。同時にコンクリートスラリー12
を、肋筋4の切欠部5を通り下方に伸びたコンクリート
フィードパイプ10から、外型枠14と内型枠9との間
に、上端主筋3部分が露出する高さに注入し、バイブレ
ータ−11を作動して締固める。
To manufacture beam members with this equipment, the rail 8 on one floor
After arranging long main reinforcements 3 and reinforcing bars 4 with a notch 5 at the center of the upper end between the rails 8 and 8, the concrete feeder 6 loaded with concrete slurry 12 is moved from one end of the rail 8 to the other end. . Concrete slurry 12 at the same time
is injected from the concrete feed pipe 10 extending downward through the notch 5 of the cost reinforcement 4 between the outer formwork 14 and the inner formwork 9 at a height where the upper end main reinforcement 3 portion is exposed. 11 to compact it.

レール8の一端から他端にわたり、コンクリートフィー
ダーを移動させ、コンクリートを打設し養生硬化せしめ
て長尺の梁部材をつくり、これを所望の長さに切断して
使用に供する。
A concrete feeder is moved from one end of the rail 8 to the other, and concrete is cast and cured to form a long beam member, which is then cut to a desired length and used.

〔作 用〕[For production]

この発明になる2つの梁部材の製造装置はいずれも、主
筋長さ方向に沿い移動するコンクリートフィーダー、断
面U形の内型枠、および肋筋の上端中央の切欠部を通り
内型枠内側面に開口するコンクリートフィードパイプを
備えているので、数100mのロングラインであっても
、連続してコンクリートを打設し、能率よく長尺の梁部
材を製造できる。また、内型枠はコンクリートフィーダ
ーと同伴移動するので、ロングラインに沿って、長い内
型枠を固定して設ける必要がなく、設備費の低減、組立
、解体等の省力化を図ることができる。
Both of the two beam member manufacturing apparatuses of the present invention include a concrete feeder that moves along the length direction of the main reinforcement, an inner formwork with a U-shaped cross section, and an inner surface of the inner formwork that passes through a notch at the center of the upper end of the reinforcing bars. Since it is equipped with a concrete feed pipe that opens into the concrete feed pipe, it is possible to continuously place concrete and efficiently manufacture long beam members even on long lines of several hundred meters. In addition, since the inner formwork moves along with the concrete feeder, there is no need to fix a long inner formwork along a long line, reducing equipment costs and saving labor in assembly, dismantling, etc. .

(2)の発明になる製造装置は外型枠もコンクリートフ
ィーダーと同伴移動するのでロングラインに沿って長い
外型枠を固定して設ける必要がなく、設備費の低減、省
力化を一層高約ることができる。
In the manufacturing device according to the invention (2), the outer formwork also moves together with the concrete feeder, so there is no need to fix a long outer formwork along a long line, which further reduces equipment costs and saves labor. can be done.

〔発明の効果〕〔Effect of the invention〕

この発明は以上の通りであり、この製造装置によると長
尺のプレキャストコンクリート梁部材を作業能率よく、
→)つ比較的簡易な装置を用い製造ができ、これを所望
の長さに切断することにより、極めて低コストで所望の
プレキャストコンクリート梁部材を得ることが可能とな
る。
This invention is as described above, and according to this manufacturing device, long precast concrete beam members can be manufactured with high efficiency.
→) can be manufactured using relatively simple equipment, and by cutting this into a desired length, it becomes possible to obtain a desired precast concrete beam member at an extremely low cost.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの発明の実施例を示すものであり、第1.2図
は(1)の発明になる製造装置の一部断面で示す全体側
面図および縦断面図、第3.4図は(2)の発明になる
製造装置の一部断面で示す全体側面父方よび縦断面図で
ある。 1・・・水平の床、2・・・外型枠、3・・・主筋、4
・・・肋筋、5・・・肋筋の切欠部、6・・・コンクリ
ートフィーダー、7・・・車輪、8・・・レール、9・
・・内型枠、10・・・コンクリートパイプ、11・・
・バイブレータ−11・・・コンクリートスラリー 1
3・・・台座、14−・・外型枠、15−・・車輪。
The drawings show an embodiment of the present invention, and FIG. 1.2 is an overall side view and longitudinal cross-sectional view showing a partial cross section of the manufacturing apparatus according to the invention (1), and FIG. ) is an overall side paternal and longitudinal cross-sectional view showing a partial cross section of the manufacturing apparatus according to the invention. 1...Horizontal floor, 2...Outer formwork, 3...Main reinforcement, 4
... Rib bars, 5... Notches in ribs, 6... Concrete feeder, 7... Wheels, 8... Rails, 9...
...Inner formwork, 10...Concrete pipe, 11...
・Vibrator-11...Concrete slurry 1
3...Pedestal, 14-...Outer formwork, 15-...Wheel.

Claims (2)

【特許請求の範囲】[Claims] (1)水平をなす主筋および肋筋の周りに、上端主筋部
分を除き断面■形をなしコンクリートを打設して上端主
筋部分が露出し断面■形をなしたプレキャストコンクリ
ート梁部材を製造する装置であって、長尺の主筋長さ方
向に沿い移動するコンクリートフィーダー、コンクリー
トフィーダーに同伴移動する断面■形の内型枠、コンク
リートフィーダーから肋筋上端中央の切欠部を通り内型
枠内側面に開口するコンクリートフィードパイプを備え
てなることを特徴とするプレキャストコンクリート粱部
材の製造装置。
(1) Equipment for producing precast concrete beam members with a cross-sectional shape, with the upper main reinforcement exposed, by pouring concrete around the horizontal main reinforcement and cost reinforcement, excluding the upper main reinforcement. The concrete feeder moves along the length of the long main reinforcement, the inner formwork with a cross section of ■ shape moves along with the concrete feeder, and the inner formwork passes from the concrete feeder through the notch in the center of the upper end of the reinforcing bars to the inner side of the inner formwork. An apparatus for manufacturing a precast concrete member, characterized in that it is equipped with an open concrete feed pipe.
(2)水平をなす主筋および肋筋の周りに、上端主筋部
分を除き断面■形をなしコンクリートを打設して上端主
筋部分が露出し断面■形をなしたプレキャストコンクリ
ート粱部分を製造する装置であって、長尺の主筋長さ方
向に沿い移動するコンクリートフィーダー、コンクリー
トフィーダーに同伴移動する外型枠および断面■形の内
型枠、コンクリートフィーダーから肋筋上端中央の切欠
部を通り内型枠内側面に開口するコンクリートフィード
パイプを備えてなることを特徴とするプレキャストコン
クリート粱の製造装置。
(2) Equipment for manufacturing precast concrete casings that have a cross-sectional shape with the upper end main reinforcement exposed and a cross-sectional shape by pouring concrete around the horizontal main reinforcing bars and cost reinforcements, excluding the top main reinforcing bars. A concrete feeder moves along the length of the long main reinforcement, an outer formwork and an inner formwork with a cross section of ■ shape move along with the concrete feeder, and the inner formwork passes from the concrete feeder through the notch at the center of the upper end of the reinforcement. A precast concrete mold manufacturing device characterized by being equipped with a concrete feed pipe that opens on the inner side of the frame.
JP25643990A 1990-09-26 1990-09-26 Manufacturing equipment for precast concrete beam members Expired - Lifetime JPH0751287B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25643990A JPH0751287B2 (en) 1990-09-26 1990-09-26 Manufacturing equipment for precast concrete beam members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25643990A JPH0751287B2 (en) 1990-09-26 1990-09-26 Manufacturing equipment for precast concrete beam members

Publications (2)

Publication Number Publication Date
JPH04133702A true JPH04133702A (en) 1992-05-07
JPH0751287B2 JPH0751287B2 (en) 1995-06-05

Family

ID=17292676

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25643990A Expired - Lifetime JPH0751287B2 (en) 1990-09-26 1990-09-26 Manufacturing equipment for precast concrete beam members

Country Status (1)

Country Link
JP (1) JPH0751287B2 (en)

Also Published As

Publication number Publication date
JPH0751287B2 (en) 1995-06-05

Similar Documents

Publication Publication Date Title
KR101798977B1 (en) Hollow slab fabricating apparatus using tube and hollow slab fabricated therewith
US4486996A (en) Construction-panel prefabrication method, panels thus made and equipment for implementing said method
CN111702948A (en) Pouring system and pouring method for automatic prefabricated T beam
JP4108219B2 (en) How to build a culvert
KR100448221B1 (en) Movable Steel Form for Constructing Culvert and Continuous Constructing Method of Culvert Using the Same
KR101129275B1 (en) Method for manufacturing half pc(precast concrete) slab
JPH04133702A (en) Manufacturing device for precast concrete beam member
CN207376882U (en) A kind of assembly concrete variable cross-section newel post type shearing wall member and its making mold
JPH09125318A (en) Construction device of bridge girder
US4872823A (en) Apparatus for forming a columnar reinforcement in a concrete wall panel
JP2620687B2 (en) Construction method of culvert by movable formwork
US3799490A (en) Portable slatted animal pen floor forming apparatus
JP2588117B2 (en) How to build a concrete structure
CN218934456U (en) Double-mode lining trolley
KR200267831Y1 (en) Movable Steel Form for Constructing Culvert
JPH08336821A (en) Device and method for demolding core-form for concrete molding
MY110432A (en) Apparatus for manufacturing prestressed concrete railways ties, and ties manufactured using such apparatus
JPH07324376A (en) Method for constructing reinforced concrete structure
KR20180027159A (en) Steel adhension type wall system being detachable and the construction method of form
CN214266021U (en) High-efficient construction system of hydraulic pressure T roof beam steel formwork
JP2616207B2 (en) Building construction method using reinforced concrete columns and steel beams
KR101800107B1 (en) Beam form with work platform
JPH0718785A (en) Hollow concrete column and its production
JPH0725363Y2 (en) Concrete beam
SU504652A1 (en) Apparatus for making hollow core concrete products