JP2633945B2 - Method and apparatus for manufacturing semi-PC floorboard with small beams - Google Patents

Method and apparatus for manufacturing semi-PC floorboard with small beams

Info

Publication number
JP2633945B2
JP2633945B2 JP1987089A JP1987089A JP2633945B2 JP 2633945 B2 JP2633945 B2 JP 2633945B2 JP 1987089 A JP1987089 A JP 1987089A JP 1987089 A JP1987089 A JP 1987089A JP 2633945 B2 JP2633945 B2 JP 2633945B2
Authority
JP
Japan
Prior art keywords
gantry
reinforcing bar
reaction force
force receiving
truss reinforcing
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 - Lifetime
Application number
JP1987089A
Other languages
Japanese (ja)
Other versions
JPH02200402A (en
Inventor
恒男 吉田
健吉 中島
忍 福留
晴人 五味
和彦 佐藤
圭朗 安達
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.)
CHUO BIRUTO KOGYO KK
Fujita Kk
Original Assignee
CHUO BIRUTO KOGYO KK
Fujita Kk
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 CHUO BIRUTO KOGYO KK, Fujita Kk filed Critical CHUO BIRUTO KOGYO KK
Priority to JP1987089A priority Critical patent/JP2633945B2/en
Publication of JPH02200402A publication Critical patent/JPH02200402A/en
Application granted granted Critical
Publication of JP2633945B2 publication Critical patent/JP2633945B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はT型またはダルルT型断面の小梁付半PC床板
の製造方法及び装置に係るものである。
Description: TECHNICAL FIELD The present invention relates to a method and an apparatus for manufacturing a semi-PC floor plate with a small beam having a T-shaped or Darull T-shaped cross section.

(従来の技術) 従来、前記小梁付半PC床板を製造する際、同小梁付半
PC床板成型用型枠(a)の梁幅方向両外側に配設された
支柱(b)上に、前記型枠(a)を跨ぐ反力受梁(c)
を架設し、同反力受梁(c)に前記型枠(a)の長手方
向中央部、または複数点に押圧ジャッキ(d)を配設す
る。(第9図参照) 次いで第11図に示すように、上下弦材をダブル鉄筋よ
り構成し、ウエブをラチス筋より構成した円弧状にむく
りを付けた組立トラス鉄筋(e)を前記型枠(a)にお
ける小梁成型部(a′)に垂直に配置して、同トラス鉄
筋(e)の両端を仮支持し、(第12A図参照)次いで第1
0図に示す如く前記反力梁(c)に配設されたジヤツキ
の如き加圧装置(d)を介して前記トラス鉄筋(e)を
加圧する。同加圧力Pによって同トラス鉄筋(e)を水
平になるまで圧下し、(第12B図参照)前記型枠(a)
における床下半部の成型部(a″)に補強鉄筋を配筋
し、この状態でコンクリート(f)を打設し、(第12C
図参照)同打設コンクリート(f)が強度を発現したの
ち、前記加圧装置(d)による押圧力を解除し、組立ト
ラス鉄筋の復元力によってプレストレスが導入された小
梁付半PC床板を製造している。(第12D図参照) (発明が解決しようとする課題) しかしながら前記従来の方法においては、第13図に示
すように加圧装置(d)によって予めむくりを付けられ
た組立トラス鉄筋(e)の中央部近傍の2個所を押圧す
ると、同トラス鉄筋(e)は第14図に示す如く加圧点近
傍の局所のみ屈折し、ウエブのラチス鉄筋に平均した応
力が導入されず、また組立トラス鉄筋の長手方向にも屈
折を生起し、打設コンクリートの強度発現後前記トラス
鉄筋に対する加圧力を除去しても、組立トラス鉄筋の復
元力が弱く、コンクリート部に対するプレストレスの導
入が不確実であった。
(Prior Art) Conventionally, when manufacturing the half-PC floorboard with the small beam, the half with the small beam is used.
A reaction force receiving beam (c) that straddles the formwork (a) on supports (b) arranged on both outer sides in the beam width direction of the PC floorboard forming formwork (a).
And pressing jacks (d) are arranged on the reaction force receiving beam (c) at the center in the longitudinal direction of the formwork (a) or at a plurality of points. Next, as shown in FIG. 11, an assembled truss reinforcing bar (e) in which the upper and lower chord members are formed of double reinforcing bars, and the web is formed of lattice bars, and the web is formed in an arc shape, is used as the formwork. The truss rebar (e) is temporarily supported at both ends by vertically arranging it on the beam forming portion (a ') in (a) (see FIG. 12A).
As shown in FIG. 0, the truss reinforcing bar (e) is pressurized through a pressurizing device (d) such as a jack provided on the reaction force beam (c). The truss reinforcing bar (e) is lowered by the same pressing force P until it becomes horizontal (see FIG. 12B).
Reinforcing bars are arranged in the lower half of the floor (a ″), and concrete (f) is cast in this state.
After the cast concrete (f) develops strength, the pressing force by the pressurizing device (d) is released, and the pre-stressed semi-PC floor plate with prestress introduced by the restoring force of the assembled truss reinforcing bar. Has been manufactured. (See FIG. 12D) (Problems to be Solved by the Invention) However, in the above-mentioned conventional method, as shown in FIG. When two places near the center of the truss are pressed, the truss reinforcing bar (e) bends only locally near the pressing point as shown in FIG. 14, and no average stress is introduced into the lattice lattice of the web. Even if the bending of the truss bars is removed after the strength of the cast concrete is released, the restoring force of the assembled truss bars is weak, and the introduction of prestress into the concrete part is uncertain. there were.

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、所要のプレストレスが確実に導入され、長
スパンの床や無支保工に対応する小梁付半PC床板の製造
方法及び装置を提供する点にある。
The present invention has been proposed in view of the problems of the prior art described above, and a method and apparatus for manufacturing a semi-PC floorboard with small beams, in which required prestress is reliably introduced, and which supports long span floors and unsupported works. The point is to provide.

(課題を解決するための手段) 前記の目的を達成するため、本発明に係る小梁付半PC
床板の製造方法は、T型またはダブルT型断面の小梁と
床下半部の各成型部を連設した小梁付半PC床板成型用型
枠を型枠設置構台に設置し、前記型枠における小梁成型
部に、予め円弧状にむくりを付けた組立トラス鉄筋を垂
直に配置して同トラス筋の両端を仮支持し、次いで前記
構台上に同構台と平行に支持された反力受梁を圧下し、
同受梁下面に前記小梁成型部と平行に装架された押圧梁
を介して、前記組立トラス鉄筋を水平になるまで同鉄筋
の全長に亘って圧下したのち、この状態を保持したまま
前記型枠にコンクリートを打設し、同打設コンクリート
が所要の強度を発現したのち、前記押圧梁による組立ト
ラス鉄筋に対する加圧力を開放することを特徴とするも
のである。
(Means for Solving the Problems) In order to achieve the above object, a semi-PC with a girder according to the present invention.
The method of manufacturing a floorboard is as follows: a half-PC floorboard forming form with a small beam, in which a small beam having a T-shaped or double T-shaped cross section and each molded portion of the lower half of the floor are connected to each other, is installed on a formwork installation gantry; The truss reinforcing part, which was previously formed in an arc shape, was vertically arranged on the beam forming part, and both ends of the truss were temporarily supported, and then the reaction force supported on the gantry in parallel with the gantry Depress the beam,
After pressing down the assembled truss reinforcing bar over the entire length of the reinforcing truss bar through the pressing beam mounted on the lower surface of the receiving beam in parallel with the small beam forming portion until the bar becomes horizontal, the state is maintained while maintaining this state. Concrete is cast into a formwork, and after the cast concrete exhibits a required strength, the pressing force on the assembled truss reinforcing bar by the pressing beam is released.

また本発明に係る小梁付半PC床板の製造装置は、型枠
装置構台と、同構台上に設置されたT型またはダブルT
型断面の小梁成型部と床下半部成型部とが連設された小
梁付半PC床板成型用型枠と、前記型枠設置構台の上部に
前記型枠と直角方向に配設された反力受梁と、同反力受
梁及び前記型枠設置構台の両端部間に配設された上下方
向に伸縮自在な加圧装置と、前記反力受梁の下面に装架
され、前記小梁成型部内に垂直に設置された組立トラス
鉄筋の直上にその略中央1/3に亘って延びる押圧梁とよ
り構成されている。
The apparatus for manufacturing a semi-PC floorboard with small beams according to the present invention includes a formwork gantry and a T-shaped or double T-shaped gantry installed on the gantry.
A beam-forming semi-PC floor plate forming form in which a beam forming section of a mold section and an underfloor section forming section are connected in series, and the formwork is installed at a right angle to the formwork above the formwork gantry. A reaction force receiving beam, a vertically expandable and contractible pressurizing device disposed between both ends of the reaction force receiving beam and the formwork installation gantry, and mounted on a lower surface of the reaction force receiving beam; It is composed of a press beam that extends right above the assembled truss reinforcing bar vertically installed in the small beam forming part and extends over substantially the center 1/3 thereof.

なお前記加圧装置は、その上端部が前記受梁に固定ピ
ンを介して接続され、下端部は前記型枠設置構台に着脱
自在なピンを介して連結され、同構台に対して着脱自在
に装着されるとよい。
The pressurizing device has an upper end connected to the receiving beam via a fixing pin, and a lower end connected to the form setting gantry via a detachable pin, and is detachably attached to the gantry. It is good to be attached.

また一双の前記加圧装置は、互いに90゜回転した位置
から配設され、装置の転倒を防止するように構成される
とよい。
In addition, it is preferable that one pair of the pressurizing devices is disposed from a position rotated by 90 ° with respect to each other to prevent the device from overturning.

更にまた前記押圧梁の下端には、前記組立トラス鉄筋
の上弦材を掴持する溝型鋼材が配設され、前記押圧梁に
よって組立トラス鉄筋を押圧する際における上弦材の横
ぶれを防止するように構成されるとよい。
Further, a groove-shaped steel material for gripping the upper chord of the assembled truss reinforcing bar is disposed at a lower end of the pressing beam, so as to prevent lateral movement of the upper chord member when pressing the assembled truss reinforcing bar by the pressing beam. It is good to be constituted.

(作用) 本発明に係る小梁付半PC床板の製造方法によれば前記
したように、型枠設置溝構台上に設置された小梁付半PC
床板の小梁成型部に、予め円弧状にむくりを付けた組立
トラス鉄筋を垂直に配置して同トラス鉄筋の両端を仮支
持したのち、前記構台上に同構台と平行に支持された反
力受梁を圧下する際、同反力受梁の下面に前記小梁成型
部と平行に装架された押圧梁を介して前記組立トラス鉄
筋の全長に亘って加圧するようにしたので、組立トラス
鉄筋は全長に亘って平均に加圧され、平均した応力が導
入され、前記従来の方法におけるように、加圧点近傍の
み加圧されることによて、組立トラス鉄筋が局所的な屈
折を生起して同鉄筋に平均した応力が導入されなかった
り、同鉄筋長手方向に屈折を生起することがなくなる。
(Function) According to the method of manufacturing a semi-PC floor board with a small beam according to the present invention, as described above, the semi-PC with a small beam installed on the formwork installation groove gantry, as described above.
An assembling truss reinforcing bar which has been previously formed in an arc shape is vertically arranged on a small beam forming portion of the floor plate, and both ends of the truss reinforcing bar are temporarily supported, and then a counter support supported on the gantry in parallel with the gantry. When lowering the force receiving beam, pressure is applied over the entire length of the assembly truss reinforcing bar via a pressing beam mounted on the lower surface of the reaction force receiving beam in parallel with the small beam forming portion. The truss rebar is pressed evenly over its entire length, an average stress is introduced, and the pressurized portion is pressed only near the pressing point, as in the conventional method, so that the assembled truss rebar is locally bent. Therefore, no average stress is introduced into the rebar and no refraction occurs in the longitudinal direction of the rebar.

このように前記小梁成型部に設置された組立トラス鉄
筋が水平に加圧保持された状態でコンクリートを打設
し、同打設コンクリートが所要の強度を発現したのち、
前記押圧梁による組立トラス鉄筋に対する加圧力を解放
することによって、前記組立トラス鉄筋の復元力により
所要のプレストレスが導入された小梁付半PC床板が製造
されるものである。
In this way, the concrete is cast in a state where the assembled truss reinforcing bar installed in the small beam molding portion is horizontally held under pressure, and after the cast concrete has developed the required strength,
By releasing the pressure applied to the assembled truss reinforcing bar by the pressing beam, a half-PC floor plate with small beams into which a required prestress is introduced by the restoring force of the assembled truss reinforcing bar is manufactured.

また本発明に係る小梁付半PC床板の製造装置は、前記
小梁付半PC床板成型用型枠が設置された型枠設置構台の
上部に、前記型枠と直角方向に配設された反力受梁を両
者の両端部間に配設された上下方向に伸縮自在な加圧装
置を介して支持するとともに、前記半力受梁の下面に前
記型枠における小梁成型部内に設置された組立トラス鉄
筋の直上においてその略中央1/3に亘って延びる押圧梁
を装架して構成したことによって前記の製造方法が円滑
に遂行されるようにしたものである。
Further, the apparatus for manufacturing a semi-PC floorboard with a small beam according to the present invention is disposed in a direction perpendicular to the mold, on the upper part of a mold installation gantry on which the mold for molding a semi-PC floorboard with a small beam is installed. The reaction force receiving beam is supported via a vertically expandable and contractible pressing device disposed between both ends of the reaction force receiving beam, and is installed in a small beam forming portion of the formwork on the lower surface of the half force receiving beam. The above-mentioned manufacturing method is smoothly performed by mounting a press beam extending over substantially the center 1/3 of the assembled truss reinforcing bar.

(実施例) 以下本発明を図示の実施例について説明する。(Example) Hereinafter, the present invention will be described with reference to an illustrated example.

(1)はダブルT型断面の小梁付半PC床板成型用型枠
で、小梁成型部(1a)と床下半部成型部(1b)とが連設
されている。(2)は前記型枠(1)が設置された型枠
設置構台、(3)は同構台(2)の上部に前記型枠
(1)と直角方向、即ち同型枠(1)の梁幅方向に延び
る反力受梁で、同受梁(3)と前記構台(2)の両端部
には、前記加圧装置を構成する垂直のスクリユージヤツ
キ(4)が介装され、同ジヤツキ(4)の上端部は前記
反力受梁(3)の取付座(5)に固定ピン(6)を介し
て枢支され、下端部は前記構台(2)の取付座(7)に
着脱自在なピン(8)を介して枢支されている。
(1) is a formwork for forming a half-PC floorboard with a small beam having a double T-shaped cross section, in which a small beam forming part (1a) and an underfloor half part forming part (1b) are connected in series. (2) is a formwork installation gantry on which the formwork (1) is installed, and (3) is a direction perpendicular to the formwork (1) above the gantry (2), that is, the beam width of the formwork (1). A vertical screw jack (4) constituting the pressurizing device is interposed at both ends of the receiving beam (3) and the gantry (2). The upper end of 4) is pivotally supported via a fixing pin (6) on the mounting seat (5) of the reaction force receiving beam (3), and the lower end is detachably mounted on the mounting seat (7) of the gantry (2). It is pivoted via a pin (8).

なお前記一双のスクリユージヤツキ(4)は互いに90
゜回転した位置に配置され、前記受梁(3)の転倒を防
止している。
The pair of screw jacks (4) are 90
゜ It is arranged at a rotated position to prevent the receiving beam (3) from overturning.

前記反力受梁(3)の下面には、前記小梁成型部(1
a)内に後述のように設置される組立トラス鉄筋の直上
に位置し、同鉄筋の略中央1/3に亘って延びる押圧梁
(9)が固着されている。
On the lower surface of the reaction force receiving beam (3), the small beam forming portion (1
A pressing beam (9), which is located immediately above the assembled truss reinforcing bar installed as described later in a) and extends over substantially the center 1/3 of the reinforcing bar, is fixed.

図中(10)は前記反力受梁(3)に取付けられたブラ
ケツト、(11)は同ブラケツト(10)に押圧梁(4)を
締結するボルトである。
In the figure, (10) is a bracket attached to the reaction force receiving beam (3), and (11) is a bolt for fastening the pressing beam (4) to the bracket (10).

前記押圧梁(9)の下面には、組立トラス鉄筋の上弦
材を掴持する溝型鋼材(12)がボルト(13)に介して固
着されている。
A channel-shaped steel material (12) for gripping the upper chord of the assembled truss rebar is fixed to the lower surface of the pressing beam (9) via a bolt (13).

図中(14)は前記反力支持梁(3)の吊上具である。
(15)は組立トラス鉄筋で、ダブル鉄筋よりなる上弦材
(15a)及びシングル鉄筋よりなる下弦材(15b)に、夫
々所要個所毎に接続金物(15c)を取付けるとともに、
上下各弦材(15a)(15b)の各接続金物(15c)間にラ
チス筋(15d)を接続して構成され、予め円弧状にむく
りが付けられている。
(14) in the figure is a lifting tool for the reaction force support beam (3).
(15) is an assembling truss reinforcing bar. The connecting hardware (15c) is attached to the upper chord material (15a) composed of double reinforcing bar and the lower chord material (15b) composed of single reinforcing bar at each required position.
Lattice streaks (15d) are connected between the connecting hardware (15c) of each of the upper and lower chord members (15a) (15b), and are previously cut in an arc shape.

なお前記組立トラス鉄筋(15)の詳細は本発明者等の
提案に係る実願昭63−109546号(考案の名称組立トラス
鉄筋を用いた半プレキストジヨイストスラブ版)に詳述
されている。
The details of the assembling truss reinforcing bar (15) are described in detail in Japanese Utility Model Application No. 63-109546 (semi-Plexist joist slab using an assembling truss reinforcing bar) proposed by the present inventors. .

而して前記組立トラス鉄筋(15)を小梁成型部(1a)
内に垂直に配置して、同トラス鉄筋(15)の両端を仮支
持し、次いで前記スクリユージヤツキ(4)を短縮して
前記反力支持梁(3)を圧下し、同梁(3)に装架され
た押圧梁(9)の下端面の溝型鋼材(12)によって前記
組立トラス鉄筋(9)の上弦材(15a)を掴持し、更に
前記スクリユージヤツキ(4)を介して反力受梁(3)
を圧下し、前記押圧梁(9)によって組立トラス筋(1
5)を押圧すると、同トラス鉄筋(15)は円弧状頂面か
ら順次圧下され、同トラス鉄筋(15)の全長に亘って均
一に加圧され、水平状態になる。
Then, the assembled truss reinforcing bar (15) is connected to the beam forming part (1a).
The truss rebar (15) is temporarily supported, and both ends of the truss reinforcing bar (15) are temporarily supported. Then, the screw jack (4) is shortened to lower the reaction force supporting beam (3), and the beam (3) is lowered. The upper chord material (15a) of the assembled truss reinforcing bar (9) is gripped by the grooved steel material (12) at the lower end surface of the pressing beam (9) mounted on the truss, and further via the screw jack (4). Reaction force receiving beam (3)
Truss bar (1)
When 5) is pressed, the truss reinforcing bar (15) is sequentially lowered from the arc-shaped top surface, and is uniformly pressed over the entire length of the truss reinforcing bar (15) to be in a horizontal state.

この際、同トラス鉄筋(15)の上弦材が前記溝型鋼材
(12)によって掴持されていることによって、同トラス
鉄筋(15)が圧下力によって水平に座屈しないように横
ぶれが防止される。
At this time, since the upper chord material of the truss reinforcing bar (15) is gripped by the grooved steel material (12), the truss reinforcing bar (15) is prevented from laterally buckling so as not to buckle horizontally due to the rolling force. Is done.

かくして前記組立トラス鉄筋(15)を水平状態に圧下
したのち、この状態を保持したまま床下半部の補強筋
(16)を配筋して、型枠(1)内にコンクリート(17)
を打設し、同打設コンクリート(17)が所要の強度を発
現したのち、前記スクリユージャッキ(4)を伸長して
組立トラス鉄筋(15)に対する押圧力を解放するととも
に、ピン(8)を抜取り、前記反力受梁(3)を油圧ジ
ヤツキ(4)とともに除去するとともに、第4図に示す
如き小梁付半PC床板を前記型枠(1)より脱型する。
Thus, after the assembly truss reinforcing bar (15) is lowered in a horizontal state, the reinforcing bar (16) in the lower half of the floor is arranged while maintaining this state, and the concrete (17) is placed in the formwork (1).
After the cast concrete (17) exhibits the required strength, the screw jack (4) is extended to release the pressing force against the assembled truss reinforcing bar (15), and the pin (8) Then, the reaction force receiving beam (3) is removed together with the hydraulic jack (4), and the half PC floor plate with small beams as shown in FIG. 4 is removed from the formwork (1).

(発明の効果) 本発明の方法によれば、型枠設置構台上に設置した、
小梁付半PC床板の小梁成型部に垂直に設置され、両端を
仮支持された予め円弧状にむくりを付けて組立トラス筋
を水平状態にまで圧下する際、前記構台上にこれと平行
に支持された反力受梁の下面に、前記小梁成型部と平行
に装架された押圧梁を介して、前記組立トラス鉄筋の全
長に亘って加圧することによって、同トラス鉄筋に局所
的な屈折を生起したり、鉄筋の長手方向に屈折を生起す
ることがなく、組立トラス鉄筋の全長に亘って平均した
応力が導入されるようにし、このように同組立トラス鉄
筋を水平に加圧保持した状態でコンクリートを打設し、
同打設コンクリートが所要の強度を発現したのち、前記
押圧梁による組立トラス鉄筋に対する加圧力を解放し
て、所要のプレストレスが導入された小梁付半PC床板を
製造するものである。
(Effects of the Invention) According to the method of the present invention, it is installed on a formwork installation gantry,
It is installed vertically on the girder molding part of the semi-PC floor plate with girder, and the both ends are temporarily supported. By applying pressure over the entire length of the assembled truss reinforcing bar to the lower surface of the reaction force receiving beam supported in parallel via a pressing beam mounted parallel to the small beam forming portion, the truss reinforcing bar is locally The average stress is introduced over the entire length of the assembled truss reinforcing bar without causing any refraction or bending in the longitudinal direction of the reinforcing bar. Pouring concrete while maintaining pressure,
After the cast concrete has the required strength, the pressing force on the assembled truss reinforcing bar by the pressing beam is released to manufacture a semi-PC floor plate with small beams into which the required prestress has been introduced.

請求項2の発明は、小梁付半PC床板成型用型枠が設置
された型枠設置構台の上部に、前記型枠と直角方向に延
びる反力受梁を配設し、同受梁と前記構台との間に上下
方向に伸縮自在な加圧装置を介装し、且つ前記反力受梁
の下面に前記型枠における小梁成型部内に設置された組
立トラス鉄筋の直上において、その略中央1/3に亘って
延びる押圧梁を装架して小梁付半PC床半製造型枠を構成
し、前記した小梁付半PC床板の製造方法を円滑に遂行で
きるようにしたものである。
The invention of claim 2 is that a reaction force receiving beam extending in a direction perpendicular to the formwork is disposed above a formwork gantry on which a formwork for forming a semi-PC floorboard with small beams is provided. A pressurizing device that is vertically expandable and contractible is interposed between the gantry, and on the lower surface of the reaction force receiving beam, just above the assembled truss reinforcing bar installed in the small beam molding portion of the formwork, A press beam extending over the center 1/3 is mounted to form a semi-PC floor semi-manufacturing formwork with small beams, so that the method of manufacturing a semi-PC floor plate with small beams described above can be smoothly performed. is there.

請求項3の発明は、前記加圧装置の上端部を前記反力
受梁に固定ピンを介して枢支し、下端部は前記型枠設置
構台に着脱自在なピンを介して連結し、脱型時に前記押
圧梁を具えた反力受梁を、前記加圧装置とともに前記型
枠設置構台より取外しうるようにし、脱型時の作業を容
易ならしめたものである。
According to a third aspect of the present invention, an upper end of the pressurizing device is pivotally supported to the reaction force receiving beam via a fixing pin, and a lower end is connected to the form setting gantry via a detachable pin. The reaction force receiving beam provided with the pressing beam at the time of molding can be detached from the mold setting gantry together with the pressurizing device, thereby facilitating the work at the time of demolding.

請求項4の発明は、前記一双の加圧装置を互いに90゜
回転した位置において、前記型枠設置構台及び反力受梁
間に装着したことによって、装置の転倒を防止するよう
にしたものである。
According to a fourth aspect of the present invention, the two pressurizing devices are mounted between the form setting gantry and the reaction force receiving beam at a position rotated by 90 ° with respect to each other, thereby preventing the device from overturning. .

請求項5の発明は、前記押圧梁の下端に、組立トラス
鉄筋の上弦材を掴持する溝型鋼材を配設したことによっ
て、同組立トラス鉄筋の圧下時において、同トラス鉄筋
が水平に座屈しないように横ぶれを防止するものであ
る。
According to a fifth aspect of the present invention, the grooved steel material for gripping the upper chord of the assembled truss reinforcing bar is disposed at the lower end of the pressing beam, so that the truss reinforcing bar is horizontally seated when the assembled truss reinforcing bar is pressed down. This prevents sideways movement so as not to buckle.

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

第1図乃至第4図は本発明に係る小梁付半PC床板の製造
方法の一実施例の工程を示す縦断面図、第5図は第1図
の平面図、第6図及び第7図並に第8図は夫々第1図の
部分平面図、及び部分側面図、並に部分正面図、第9図
及び第10図は従来工法の工程を示す縦断面図、第11図は
その部分斜視図、第12A図、第12B図、第12C図及び第12D
図は従来工法における組立トラス鉄筋の圧下及びコンク
リート打設工程を示す縦断面図、第13図及び第14図は従
来工法における組立トラス鉄筋の加圧及び同加圧による
変形状態を示す説明図である。 (1)……小梁付半PC床板成型用型枠、 (1a)……小梁成型部、(1b)……床下半部成型部、 (3)……反力受梁、(4)……スクリユージヤツキ (6)……固定ピン、(8)……着脱自在なピン、 (9)……押圧梁、(12)……溝型鋼材、 (15)……組立トラス筋、 (17)……コンクリート
1 to 4 are longitudinal sectional views showing the steps of one embodiment of the method of manufacturing a half-PC floorboard with small beams according to the present invention, FIG. 5 is a plan view of FIG. 1, FIG. 6 and FIG. 8 is a partial plan view and a partial side view of FIG. 1, respectively, a partial front view, FIG. 9 and FIG. 10 are longitudinal sectional views showing steps of the conventional method, and FIG. Partial perspective views, FIGS.12A, 12B, 12C and 12D
Fig. 13 is a longitudinal sectional view showing the process of rolling down the assembled truss reinforcing bar and placing concrete in the conventional construction method. Figs. 13 and 14 are explanatory views showing the pressurization of the assembled truss reinforcing bar in the conventional construction method and the deformation state due to the pressurization. is there. (1) ... Formwork for forming a semi-PC floor board with small beams, (1a) ... Small beam forming section, (1b) ... Underfloor half section forming section, (3) ... Reaction force receiving beam, (4) … Screws (6)… Fixing pin, (8)… Removable pin, (9)… Pressing beam, (12)… Groove steel, (15)… Assembly truss, 17) …… Concrete

フロントページの続き (72)発明者 福留 忍 東京都渋谷区千駄ケ谷4丁目6番15号 フジタ工業株式会社内 (72)発明者 五味 晴人 東京都渋谷区千駄ケ谷4丁目6番15号 フジタ工業株式会社内 (72)発明者 佐藤 和彦 東京都渋谷区千駄ケ谷4丁目6番15号 フジタ工業株式会社内 (72)発明者 安達 圭朗 東京都中央区日本橋堀留町1―10―12 中央ビルト工業株式会社内 (56)参考文献 特開 平1−232002(JP,A) 特開 平1−255507(JP,A) 特開 昭58−67408(JP,A) 特公 昭58−38286(JP,B2)Continued on the front page (72) Inventor Shinobu Fukudome 4-6-15 Sendagaya, Shibuya-ku, Tokyo Inside Fujita Industries Co., Ltd. (72) Inventor Haruto Gomi 4-6-115 Sendagaya, Shibuya-ku, Tokyo Fujita Industries Co., Ltd. (72) Inventor Kazuhiko Sato 4-6-115 Sendagaya, Shibuya-ku, Tokyo Fujita Industries Co., Ltd. (72) Inventor Yoshiro Adachi 1-10-12 Nihonbashi-Horidome-cho, Chuo-ku, Tokyo Inside Chuo Built Industry Co., Ltd. 56) References JP-A-1-232002 (JP, A) JP-A-1-255507 (JP, A) JP-A-58-67408 (JP, A) JP-B-58-38286 (JP, B2)

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】T型またはダブルT型断面の小梁と床下半
部の各成型部を連設した小梁付半PC床板成型用型枠を型
枠設置構台に設置し、前記型枠における小梁成型部に、
予め円弧状にむくりを付けた組立トラス鉄筋を垂直に配
置して同トラス筋の両端を仮支持し、次いで前記構台上
に同構台と平行に支持された反力受梁を圧下し、同受梁
下面に前記小梁成型部と平行に装架された押圧梁を介し
て、前記組立トラス鉄筋を水平になるまで同鉄筋の全長
に亘って圧下したのち、この状態を保持したまま前記型
枠にコンクリートを打設し、同打設コンクリートが所要
の強度を発現したのち、前記押圧梁による組立トラス鉄
筋に対する加圧力を開放することを特徴とする半PC床板
の製造方法。
1. A half-PC floor plate forming form with small beams, in which a T-shaped or double T-shaped cross-section beam and a lower half of the floor are connected to each other, are installed on a formwork installation gantry. In the beam forming part,
Assembled truss reinforcing rods that have been previously peeled off in an arc shape are vertically arranged to temporarily support both ends of the truss reinforcing rods, and then the reaction force receiving beam supported on the gantry in parallel with the gantry is lowered. After lowering the assembled truss reinforcing bar over the entire length of the reinforcing truss bar through the pressing beam mounted on the lower surface of the receiving beam in parallel with the small beam forming portion until the bar becomes horizontal, the mold is held while maintaining this state. A method of manufacturing a semi-PC floor panel, comprising: placing concrete in a frame; releasing the pressure exerted on the assembled truss reinforcing bar by the pressing beam;
【請求項2】型枠設置構台と、同構台上に設置されたT
型またはダブルT型断面の小梁成型部と床下半部成型部
とが連設された小梁付半PC床板成型用型枠と、 前記型枠設置構台の上部に前記型枠と直角方向に配設さ
れた反力受梁と、同反力受梁及び前記型枠設置構台の両
端部間に配設された上下方向に伸縮自在な加圧装置と、
前記反力受梁の下面に装架され、前記小梁成型部内に垂
直に設置された組立トラス鉄筋の直上にその略中央1/3
に亘って延びる押圧梁とよりなることを特徴とする小梁
付半PC床板の製造装置。
2. A gantry on which a form is set, and a T installed on the gantry.
A beam-forming half-PC floorboard forming form in which a beam forming section having a mold or double T-shaped section and an underfloor section forming section are connected in series, and at the top of the form setting gantry in a direction perpendicular to the form. A reaction force receiving beam disposed, a vertically expandable and contractible pressurizing device disposed between both ends of the reaction force receiving beam and the formwork installation gantry,
It is mounted on the lower surface of the reaction force receiving beam, and approximately 1/3 of its center just above the assembled truss reinforcing bar installed vertically in the small beam forming part.
An apparatus for manufacturing a semi-PC floorboard with small beams, characterized by comprising a pressing beam extending over a distance.
【請求項3】前記加圧装置は上端部が前記反力受梁に固
定ピンを介して連結され、下端部は前記型枠設置構台に
着脱自在なピンを介して連結された請求項1記載の小梁
付半PC床板の製造装置。
3. The pressurizing device according to claim 1, wherein an upper end is connected to the reaction force receiving beam via a fixing pin, and a lower end is connected to the form setting gantry via a detachable pin. For manufacturing semi-PC floorboards with small beams.
【請求項4】前記一双の加圧装置は互いに90゜回転した
位置において、前記型枠設置構台及び反力受梁間に装着
された請求項2記載の小梁付半PC床板の製造装置。
4. The apparatus for manufacturing a semi-PC floor board with small beams according to claim 2, wherein said pair of pressurizing devices are mounted between said form setting gantry and a reaction force receiving beam at a position rotated by 90 ° from each other.
【請求項5】前記押圧梁の下端には、前記組立トラス鉄
筋の上弦材を掴持する溝型鋼材が配設された請求項1記
載の小梁付PC床板の製造装置。
5. The apparatus according to claim 1, wherein a groove-shaped steel material for gripping an upper chord of the assembled truss reinforcing bar is disposed at a lower end of the pressing beam.
JP1987089A 1989-01-31 1989-01-31 Method and apparatus for manufacturing semi-PC floorboard with small beams Expired - Lifetime JP2633945B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1987089A JP2633945B2 (en) 1989-01-31 1989-01-31 Method and apparatus for manufacturing semi-PC floorboard with small beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1987089A JP2633945B2 (en) 1989-01-31 1989-01-31 Method and apparatus for manufacturing semi-PC floorboard with small beams

Publications (2)

Publication Number Publication Date
JPH02200402A JPH02200402A (en) 1990-08-08
JP2633945B2 true JP2633945B2 (en) 1997-07-23

Family

ID=12011251

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1987089A Expired - Lifetime JP2633945B2 (en) 1989-01-31 1989-01-31 Method and apparatus for manufacturing semi-PC floorboard with small beams

Country Status (1)

Country Link
JP (1) JP2633945B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102337630B1 (en) * 2021-05-03 2021-12-09 (주)윈하이텍 Jig for installing lattice girder with camber

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100672309B1 (en) * 2004-11-30 2007-01-24 엘지전자 주식회사 Complex type dryer having rotary clothes hanger
KR101112421B1 (en) * 2010-03-26 2012-02-27 (주)한미글로벌건축사사무소 Cost estimating model and method for building projects in planning phase using CBR and GA

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102337630B1 (en) * 2021-05-03 2021-12-09 (주)윈하이텍 Jig for installing lattice girder with camber

Also Published As

Publication number Publication date
JPH02200402A (en) 1990-08-08

Similar Documents

Publication Publication Date Title
KR20090126957A (en) Pre-loading apparatus for upper structure unit of a bridge and bending method of upper structure unit using thereof
JP2579577B2 (en) Method of introducing prestress into concrete member using hollow PC steel rod
KR101163744B1 (en) Segmental type preflex girder making method for uniform preflexion
JP2633945B2 (en) Method and apparatus for manufacturing semi-PC floorboard with small beams
US4629408A (en) Portable concrete beam harping system
JPH01105867A (en) Wall formwork supporter
JP3032476B2 (en) Moving device for floor slab formwork
KR20090039903A (en) Multiful beam and manufacturing method of the same
KR100463436B1 (en) Apparatus and method for manufacturing of preflex girder
CN218083286U (en) Prefabricated wallboard mould device
CZ280056B6 (en) Supporting device of internal shaping panels
JP2691554B2 (en) Pillar unit formwork device
JP2974025B1 (en) Construction method of large span large beam upper frame
KR101988766B1 (en) Apparatus for manufacturing prestressed steel girder
CN217196071U (en) Bridge deck pretensioning prefabricating pedestal
JP2981123B2 (en) Jig for rebar assembly
JP2728605B2 (en) Reinforcement method for precast concrete beam members
JPH03208603A (en) Manufacture of t-shape beam of precast concrete
CN115302612A (en) Prefabricated wallboard mould device
JPH0721306U (en) Form support equipment for the production of precast concrete materials
JP2004107961A (en) Flexural reinforcement construction method for junction of existing pillar and beam or slab
JPH032407A (en) Preliminary shearing deformation installing method of rubber bearing and preliminary shearing deformation installation device
KR200302133Y1 (en) Apparatus for manufacturing preflex girder
JPH01158146A (en) Method of torus-reinforced thin precast floor board driving formwork construction
JPH0711214Y2 (en) Semi-precast joy slab version using assembled truss rebar