JPS60184811A - Manufacture of box girder, etc. - Google Patents

Manufacture of box girder, etc.

Info

Publication number
JPS60184811A
JPS60184811A JP4184484A JP4184484A JPS60184811A JP S60184811 A JPS60184811 A JP S60184811A JP 4184484 A JP4184484 A JP 4184484A JP 4184484 A JP4184484 A JP 4184484A JP S60184811 A JPS60184811 A JP S60184811A
Authority
JP
Japan
Prior art keywords
inner frame
main part
hollow
formwork
box girder
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
JP4184484A
Other languages
Japanese (ja)
Inventor
勝彦 増田
泰志 野中
小長谷 和秀
原 義則
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.)
Sato Industry Co Ltd
Original Assignee
Sato Kogyosyo Co Ltd
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 Sato Kogyosyo Co Ltd filed Critical Sato Kogyosyo Co Ltd
Priority to JP4184484A priority Critical patent/JPS60184811A/en
Publication of JPS60184811A publication Critical patent/JPS60184811A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 しだ中空コンクリート製品を製造する方法に1則する。[Detailed description of the invention] One rule applies to the method of manufacturing hollow concrete products.

従来、例えば橋梁などに用いる箱桁を製造するには、埋
め殺しの内枠を用いて箱桁をーイ本)成形しているが、
この場合は内枠が製品中に埋入されて離脱できない。こ
のため、多数の箱桁の全空間数に合せて内枠を製作しな
ければならないから、内枠の資材費や製作費が高くつい
て製品箱桁をコストアップさせるだけで々く、多量の有
用資材が無駄になる問題点があった。
Conventionally, to manufacture box girders for use in bridges, for example, the box girders are formed using fill-in inner frames.
In this case, the inner frame is embedded in the product and cannot be removed. For this reason, the inner frame must be manufactured to fit the total number of spaces in a large number of box girders, which increases the material costs and manufacturing costs for the inner frame, which only increases the cost of the product box girder and reduces the number of useful boxes. There was a problem that materials were wasted.

本発明は、前述の問題点を解消するためになしたもので
、型枠を中空部において分割形成すると共に、縮少によ
りfi lmできる内枠を用いて、中空の区分製品を形
成し、これら区分製品を結合して一体の箱桁とすること
により、前記した従来の問題点が解消される箱桁の製造
方法を提供することを目的としている。
The present invention has been made in order to solve the above-mentioned problems.The present invention is made by dividing a mold into a hollow part, and by using an inner frame that can be filmed by shrinking, a hollow divided product is formed. It is an object of the present invention to provide a method for manufacturing a box girder in which the above-described conventional problems are solved by combining segmented products to form an integrated box girder.

次に本発明に関する箱桁などの製造方法に使用する型枠
を図面に基いて説明する。
Next, the formwork used in the method of manufacturing box girders and the like related to the present invention will be explained based on the drawings.

図面第1図において1は、中空部2を有するγ1j桁A
を製造する型枠で、前記した中空部2が複数に区分され
る様に幾つかに分割形成するもので、この型枠1内には
図面第1図に示す様に主部aより一部分を分離し、この
分離部すを主部a(!:M合させると、規定の形状にな
る内枠3をセットし、コンクリートの打込みにより製品
を成形し、成形を終ると前記内枠3の分離部すを主部;
lより内方へ分1離させ、主部aを規定形状よりも縮少
させて脱型させる様にしである。
In FIG. 1 of the drawing, 1 is a γ1j digit A having a hollow part 2.
This is a formwork for manufacturing, which is formed by dividing into several parts so that the hollow part 2 described above is divided into a plurality of parts.Inside this formwork 1, as shown in Figure 1 of the drawings, a part from the main part a is formed. When the separated parts are combined with the main part a (!:M), the inner frame 3 is set to form a specified shape, and the product is formed by pouring concrete, and when the forming is finished, the inner frame 3 is separated. Main part;
The main part a is made to be smaller than the specified shape and then removed from the mold.

Cは前記した内枠3における分離部すの操作手段で、分
離部すと主部aとの対応面に夫々枢着した一対宛のリン
ク4.4と5,5の先端をねじ駒6.7に夫々連結し、
これらねじ駒6゜7に前記リンク4.4と5.5を図面
第7図に示す様に対応させる場合は、操作軸8の右、左
のねじ9.10を螺合させ、リンク4,4と5゜5を図
面には示してないが同じ向きにセットする場合は、ねじ
9.10は同じ向きとするもので、I)IJ記操作軸8
を一方に回転させると、リンク4.4と5.5は立ち上
って主部aに分離部すを押しイτjけ、内枠3を所定の
形状に拡げるが、操作軸8を他方へ回転させると、リン
ク4.4と5.5は倒れ、主部aより分離部すを内方へ
分離されて、主部aを図面第g図に鎖線で示す様に縮少
させる。
C is an operating means for the separation part in the inner frame 3 described above, and screws 6. 7 respectively,
When the links 4.4 and 5.5 are made to correspond to these screw pieces 6°7 as shown in FIG. 7, screw the right and left screws 9.10 of the operating shaft 8, 4 and 5° 5 are not shown in the drawing, but when setting them in the same direction, screws 9 and 10 should be in the same direction, and I) IJ operating shaft 8
When the is rotated in one direction, the links 4.4 and 5.5 rise and push the separation part onto the main part a, expanding the inner frame 3 into a predetermined shape, but the operating shaft 8 is rotated in the other direction. As a result, the links 4.4 and 5.5 fall down, and the separating portion is separated inward from the main portion a, causing the main portion a to contract as shown by the chain line in Fig. g of the drawing.

11 、11は主部aにこれを拡張、収縮し易くするた
めに設けた折曲部で、図面第4図、第4図、第g図に示
す様に主部aの素相を切断部を析曲げ自在に接ぐ蝶番を
用いるか、或は主部aの素IAに図面第S図に示す様に
切込みを入れ、この部分から折曲がる様にしである。
11, 11 are bent parts provided in the main part a to make it easier to expand and contract, and as shown in Figs. Either use a hinge that connects the parts so that they can be bent freely, or make a notch in the element IA of the main part a as shown in Figure S, so that the part can be bent from this part.

12、12は主部;lの係止部tiで、主部aを縮少す
るときは折れ曲り、主部aが拡がるときは伸びて、主部
aを規定形状に保持する2つ折れステー、ワイヤなどを
用いる。
12, 12 is a locking part ti of the main part; l, which is a two-fold stay that bends when the main part a is contracted and extends when the main part a expands to hold the main part a in a specified shape. , wire, etc.

13 、13は型枠1内に内枠3を保持させる部(Aで
、型枠1の天部から吊設し、これに規定形状に拡げた内
枠3の取イ1筒14 、1.4を嵌合して、ナ、 ) 
15 、15により固定する。
13, 13 are parts for holding the inner frame 3 in the formwork 1 (A is hung from the top of the formwork 1, and a tube 14 of the inner frame 3 expanded into a specified shape is attached to this part). 4, and then)
15, fixed by 15.

尚、前述の型枠1は中空部がストレートの中央部のもの
を図示し、中空部がテーパー状の両端部のものは省略し
てあって、このテーパー状の中空部を形成する内枠3は
、その外側を離型層により覆わせ、コンクリートが前記
離型層により内枠3と隔離される様にすれば、内枠3を
前述の拡縮構造とし々くても脱型できる。
The above-mentioned formwork 1 is shown with a straight hollow part in the center, and the hollow part with a tapered end part is omitted, and the inner frame 3 forming this tapered hollow part is shown. If the outer side of the inner frame 3 is covered with a mold release layer and the concrete is isolated from the inner frame 3 by the mold release layer, the inner frame 3 can be removed from the mold even if it has the above-mentioned expansion/contraction structure.

16は区分成形された各製品イ11ロ、ハ二。16 indicates each product that has been molded separately.

ホを結合するPCストランドで、各区分製品に図面第1
図に示す様にあけた孔に挿し通し、両端から緊張して、
各区分製品イ〜ホを一体的に形成して、脱型された中空
箱桁Aを1517成させるもので、この結合に際し、区
分製品の接合部には公知の通り剪断ピン(図面省略)を
挿すものである。
With the PC strand that connects the
Insert it into the hole drilled as shown in the figure, tension it from both ends,
Each segmented product I to E is integrally formed to form a demolded hollow box girder A. During this connection, a shear pin (not shown in the drawing) is installed at the joint of the segmented product as is known. It is inserted.

次に前記型枠を用いた本発明の製造方法と作用について
説明する。
Next, the manufacturing method and operation of the present invention using the above mold will be explained.

型枠1の中に内枠3を収容し、この内枠3を操作手段C
における操作軸8を一方に回して、リンク4.4と5.
5を図面第7図に示す様に起すと、図面第q図に示す様
に主部aから内方ヘ分離されて、主部aを縮少させてい
た分離部すが、主部aの隙間へ押し込まれ、隙間を基ぐ
と共に、主部aを拡張させて規定の内枠形状とする。そ
こで、この内枠3を取付筒14 、14を保持部H13
、13に嵌合してす−) 15 、15により止めれば
、内枠3は型枠1内の空間に吊持されるので、この状態
において型枠1内にコンクリートの打込みを行い、打込
み後、所定時間養生して脱型可能となれば、操作軸8を
他方に回し、リンク4.4と5.5を倒すと1分離部す
は主部aより図面第に図に鎖線で示す様に分路され、こ
れに伴い主部aは同図に示す様に変形して、内枠3を規
定形状より縮少させる。そこで内枠3を横へ引張れば、
内枠3は製品から容易に脱型されて、1つの中空の区分
製品ハを完成するから、これと同様にして他の区分製品
42口。
The inner frame 3 is housed in the formwork 1, and the inner frame 3 is operated by the operating means C.
Turn the operating shaft 8 in one direction to connect links 4.4 and 5.
5 is raised as shown in Figure 7 of the drawing, the separation part that was separated inward from the main part a and reduced the size of the main part a, as shown in Fig. It is pushed into the gap, fills the gap, and expands the main part a to form the specified inner frame shape. Therefore, this inner frame 3 is attached to the mounting tube 14, and 14 is attached to the holding portion H13.
, 13 -) 15 When stopped by 15, the inner frame 3 is suspended in the space within the formwork 1. In this state, concrete is poured into the formwork 1, and after pouring. When the mold can be removed after curing for a predetermined period of time, turn the operating shaft 8 to the other side and tilt down the links 4.4 and 5.5, and the separated part will be separated from the main part a as shown by the chain line in the drawing. As a result, the main portion a is deformed as shown in the figure, and the inner frame 3 is shunted from the specified shape. Then, if you pull the inner frame 3 sideways,
Since the inner frame 3 can be easily removed from the product to complete one hollow sectioned product C, 42 other sectioned products can be prepared in the same manner.

ニ、ホをも製造し、これら各区分製品イ〜lスを接合部
に剪断ピン(図面には示してない)を押して接合した後
、各区分製品イ〜ホに図面第7図に示す様に貫設しであ
る孔にf) Cストランド16を通し、このPCストラ
ンド16を強ノアに緊張すれば、各区分製品は一体的に
結合されて、内部に所定形状の中空部が存在する箱桁A
を完成するものである。
D and E are also manufactured, and after joining each of these classified products I to I by pushing a shear pin (not shown in the drawing) to the joint part, each classified product I to H is assembled as shown in Figure 7 of the drawing. f) Pass the C strand 16 through the hole penetrating the PC strand 16, and then tighten the PC strand 16 to form a box with a predetermined hollow space inside. Digit A
It completes the following.

本発明に関する方法は、中空部において区分形成した型
枠内に、内枠を納めて規定形状に拡げ、コンクリートの
打込みを行った後、前述の内枠を縮少させて製品から脱
型し、中空部を有する区分製品を成形し、これら区分製
品を補強線により結合一体化して箱桁とするものである
から、内枠の繰返し使用により、多数の箱桁に対しても
僅少の内枠を用いるだけで足りるため、内枠の資材費や
製作費が安上りとなり、製品箱桁のコストダウンに大き
く貢献するだけでなく、埋殺しによる資1)の無駄が皆
無となるものである。
In the method of the present invention, an inner frame is placed in a mold that is divided into sections in a hollow part, expanded to a specified shape, concrete is poured, and then the inner frame is shrunk and removed from the product. Since segmented products with hollow parts are molded and these segmented products are combined and integrated with reinforcing wires to form a box girder, by repeatedly using the inner frame, even a small number of inner frames can be used for a large number of box girders. Since it is sufficient just to use it, the material cost and production cost for the inner frame are reduced, which not only greatly contributes to reducing the cost of the product box girder, but also eliminates the waste of resources 1) due to burying.

又、この方法は、内枠として主部より一部分を分離し、
この分離部を一主部に結合すると規定形状となり、分離
すると規定形状より縮少する構造のものを用いたから、
製品の成形後、内枠を縮少させて横へ引けば、製品を損
傷することなく容易に脱型できて、しかも、型組時にお
ける規定形状への復元も速かに且つ正確に行われ、内枠
の操作はその内部に入らず、外部において簡単に行われ
、極めて安全性が高い特有の効果を奏するものである。
In addition, this method involves separating a part from the main part as an inner frame,
We used a structure in which when this separated part is combined with one main part, it becomes a specified shape, and when separated, it becomes smaller than the specified shape,
After molding the product, by shrinking the inner frame and pulling it sideways, the product can be easily removed from the mold without damaging it, and it can also be quickly and accurately restored to the specified shape during mold assembly. The inner frame can be easily operated from outside without entering the inner frame, and has the unique effect of being extremely safe.

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

hwl「15;フ11−トー1−V++lロ謔曲謙フ4
−〉←−ys1mlソヒー4−ケkF2の縦断側面図。 第2図は同上の平面図。第3図は同上の橋梁への使用状
態を示す正面図。第1図は同上の製造用型枠の縦断正面
図。第5図は同上における内枠の主部の折曲部の他の例
を示す部分図。第4図は同上型枠の横断平面図。第7図
は同上縦断側面図。第g図は同上における内枠の変形状
態を示す縦断正面図である。 図中Aは箱桁、1は型枠、2は中空部、3は内枠、aは
主部、bは分離部、イ9ロ、ハ、二、ホは区分製品、1
6は補強線である。
hwl "15; Fu11-To1-V++lRoyokyokukenfu4
->←-Ys1ml Sohi 4-kekF2 vertical side view. Figure 2 is a plan view of the same as above. Figure 3 is a front view showing the state of use on the same bridge as above. FIG. 1 is a longitudinal sectional front view of the manufacturing formwork same as above. FIG. 5 is a partial view showing another example of the bent portion of the main part of the inner frame in the same as above. Figure 4 is a cross-sectional plan view of the same formwork. FIG. 7 is a longitudinal sectional side view of the same as above. Fig. g is a longitudinal sectional front view showing a deformed state of the inner frame in the same as above. In the figure, A is a box girder, 1 is a formwork, 2 is a hollow part, 3 is an inner frame, a is a main part, b is a separation part, I9, B, C, 2, and H are classified products, 1
6 is a reinforcing wire.

Claims (1)

【特許請求の範囲】[Claims] 中空部を有する箱桁などを製造する型枠を、前記中空部
が複数に分割される様に区分形成し、これら型枠におけ
る各区分内に枠の一部分を主部より分離し、この分層部
を主部と結合させると規定の形状となる内枠をセットし
てコンクリ−Yの打込み成形をイ1い、成形後、前記内
枠の分離部を主部より内方へ分離させ、これに伴い主部
を規定形状よりも縮少させて脱型し、中空部を有する区
分製品を造り、これら区分製品を補強線により結合一体
化して中空部を有する箱桁とすることを特徴とした箱桁
などの製造方法。
A formwork for manufacturing a box girder or the like having a hollow part is formed into sections so that the hollow part is divided into a plurality of parts, and within each section of the formwork, a part of the frame is separated from the main part, and this divided layer is formed. The inner frame is set in a specified shape when the parts are combined with the main part, and the concrete Y is cast-molded. After forming, the separation part of the inner frame is separated inward from the main part, and this Accordingly, the main part is reduced to a smaller size than the specified shape, removed from the mold, and a sectioned product with a hollow section is made, and these sectioned products are connected and integrated with reinforcing wires to form a box girder with a hollow section. Manufacturing method for box girders, etc.
JP4184484A 1984-03-05 1984-03-05 Manufacture of box girder, etc. Pending JPS60184811A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4184484A JPS60184811A (en) 1984-03-05 1984-03-05 Manufacture of box girder, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4184484A JPS60184811A (en) 1984-03-05 1984-03-05 Manufacture of box girder, etc.

Publications (1)

Publication Number Publication Date
JPS60184811A true JPS60184811A (en) 1985-09-20

Family

ID=12619560

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4184484A Pending JPS60184811A (en) 1984-03-05 1984-03-05 Manufacture of box girder, etc.

Country Status (1)

Country Link
JP (1) JPS60184811A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102179870A (en) * 2011-04-02 2011-09-14 湖南中铁五新钢模有限责任公司 Hydraulic inner mould of single-wire box girder
CN104476661A (en) * 2014-12-09 2015-04-01 科达集团股份有限公司 Novel formwork for precast box beams
CN108162149A (en) * 2017-12-27 2018-06-15 江苏环宇建筑设备制造有限公司 A kind of internal model with tooth block prefabricated case beam
CN111496987A (en) * 2019-07-15 2020-08-07 中铁建工集团有限公司 Core mould come-up control system is prevented to hollow core slab
CN113319986A (en) * 2021-06-07 2021-08-31 河南七建工程集团有限公司 Assembled prefabricated box girder inner mold and core-pulling method construction method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102179870A (en) * 2011-04-02 2011-09-14 湖南中铁五新钢模有限责任公司 Hydraulic inner mould of single-wire box girder
CN104476661A (en) * 2014-12-09 2015-04-01 科达集团股份有限公司 Novel formwork for precast box beams
CN108162149A (en) * 2017-12-27 2018-06-15 江苏环宇建筑设备制造有限公司 A kind of internal model with tooth block prefabricated case beam
CN111496987A (en) * 2019-07-15 2020-08-07 中铁建工集团有限公司 Core mould come-up control system is prevented to hollow core slab
CN113319986A (en) * 2021-06-07 2021-08-31 河南七建工程集团有限公司 Assembled prefabricated box girder inner mold and core-pulling method construction method thereof

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