JPH0689524B2 - Heavy-duty precast concrete product platform - Google Patents
Heavy-duty precast concrete product platformInfo
- Publication number
- JPH0689524B2 JPH0689524B2 JP1319355A JP31935589A JPH0689524B2 JP H0689524 B2 JPH0689524 B2 JP H0689524B2 JP 1319355 A JP1319355 A JP 1319355A JP 31935589 A JP31935589 A JP 31935589A JP H0689524 B2 JPH0689524 B2 JP H0689524B2
- Authority
- JP
- Japan
- Prior art keywords
- precast concrete
- heavy
- duty
- concrete product
- sand layer
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、例えば橋梁用のプレキャストコンクリート桁
のような大重量プレキャストコンクリート製品の製造に
用いる製作台に関する。Description: FIELD OF THE INVENTION The present invention relates to a fabrication table for use in the manufacture of heavy precast concrete products, such as precast concrete girders for bridges.
(従来の技術) 従来、橋梁の主桁として用いるプレキャストコンクリー
ト桁のような大重量のプレキャストコンクリート製品の
製作台は、第4図〜第5図に示すように製作ヤードの地
盤1を掘削し、その底部に割栗石基礎2を築き、その上
にコンクリート基礎3を打設したものが一般的であり、
そのコンクリート基礎3の上面に通角材4及び垂木5等
の型枠支持部材を載せ、その上に製作型枠6を支持させ
るようにしている。(Prior Art) Conventionally, a production stand for a heavy precast concrete product such as a precast concrete girder used as a main girder of a bridge is constructed by excavating the ground 1 of a production yard as shown in FIGS. 4 to 5, It is common to build a split stone foundation 2 on the bottom, and then place a concrete foundation 3 on it.
A form supporting member such as a rectangular member 4 and a rafter 5 is placed on the upper surface of the concrete foundation 3, and a manufacturing form 6 is supported on the form supporting member.
また、この種の製作台は、製作される製品の運搬上の問
題から、工事期間だけ使用するプレキャストコンクリー
ト桁の設置現場近くの製作ヤードに設置されるものであ
り、ほとんどの場合は工事完了後に撤去が必要となって
いる。In addition, this type of production table is installed in the production yard near the installation site of the precast concrete girders that will be used only during the construction period because of the transportation problems of the manufactured products. Removal is required.
(発明がが解決しようとする課題) 上述の如き従来の製作台は、地盤の掘削、割栗石基礎の
構築、コンクリート基礎の打設養生等、作業工数が多
く、工期が長くなり、しかも各作業に熟達した技術者が
必要であるが、特に近年においては技術者不足から工事
に支障を来す場合が多い。(Problems to be solved by the invention) The conventional production table as described above has a large number of work steps such as excavation of the ground, construction of a split stone foundation, and curing of a concrete foundation. A skilled engineer is required, but especially in recent years, there are many cases where construction is hindered due to lack of engineers.
また、必要な数のコンクリート製品の製作完了後のコン
クリート基礎の破壊及び撤去に多くの労力を要するとと
もに再利用ができないため、産業廃棄物として処理する
必要があるが、近年その処理が困難になりつつあり、処
分に多額の費用を要する。In addition, since it takes a lot of labor to destroy and remove the concrete foundation after the production of the required number of concrete products and it cannot be reused, it is necessary to treat it as industrial waste, but in recent years it has become difficult to treat it. However, the disposal costs a lot of money.
更に、橋梁の主桁用のプレキャストコンクリート桁にお
いては、架設時の撓み考慮して予め中央部分を高くした
形状に成型することがあり、このような場合の型枠の高
さ決めは、コンクリート基礎の構築とは別に行わなけれ
ばならず、これにも熟達した技術者が必要である等の問
題があった。Furthermore, precast concrete girders for main girders of bridges may be molded into a shape with the central part raised in advance in consideration of bending during erection.In such cases, the height of the formwork is determined by the concrete foundation. Had to be done separately from the above, and there was a problem that an expert engineer was required for this as well.
本発明は、このような従来の問題にかんがみ、熟達した
技術者でなくとも容易に短時間で設置できるとともに、
撤去も容易であり、場所を移して再使用することがで
き、製作台に要する経費が大幅に節約できると同時に、
製作台上に設置される型枠の高さ調節が各部分において
簡単に行える大重量プレキャストコンクリート製品製作
台の提供を目的としてものである。In view of such conventional problems, the present invention can be easily installed in a short time even if not a skilled engineer,
It is easy to remove, can be relocated and reused, and can greatly save the cost required for the production table.
The purpose of the present invention is to provide a heavy-duty precast concrete product production stand where the height of the formwork installed on the production stand can be easily adjusted at each part.
(課題を達成するための手段) 上述の如き従来の問題を解決し、所期の目的を達成する
ための本発明の特徴は、適宜基盤上に敷設した砂層と、
該砂層上に複数枚並べて敷設した鋼板と、該鋼板の上面
に多数突設され、上端高さが調節自在な支柱と、該支柱
上に設置した型枠支持部材とを備えてなる大重量プレキ
ャストコンクリート製品製作台に存する。(Means for Achieving the Object) The characteristics of the present invention for solving the above-mentioned conventional problems and achieving the intended purpose are a sand layer laid on a base appropriately,
A large-weight precast including a plurality of steel plates laid side by side on the sand layer, a plurality of pillars protruding from the upper surface of the steel plate and having an adjustable upper end height, and a form supporting member installed on the pillar. Located on a concrete product production table.
(作用) この製作台は、地面等の既存の基盤上に砂層を敷設し、
その上面に鉄板を敷設することにより、支柱からの荷重
が鉄板の底面全域に分散されて地面にかかることとな
り、このため大重量のものでも沈下を生じさせることな
く支持する。(Operation) This production table lays a sand layer on an existing base such as the ground,
By laying an iron plate on the upper surface, the load from the support is distributed over the entire bottom surface of the iron plate and applied to the ground, so that even heavy objects can be supported without sinking.
また、支柱の上面高さは、各支柱毎に調節することがで
きるため、基盤に不陸があっても型枠底面の水平度、あ
るいは必要な湾曲度が必要に応じて設定できる。Further, since the height of the upper surface of the support pillar can be adjusted for each support pillar, the levelness of the bottom surface of the formwork or the required degree of curvature can be set as necessary even if the base is uneven.
(実施例) 次に本発明の実施例を第1図〜第3図について説明する 図において、10は基盤である。基盤10上には砂層11が敷
設され、その上に一定の大きさの鉄板12が製作する製品
の大きさに合わせて多数並べて敷設されている。(Embodiment) Next, an embodiment of the present invention will be described with reference to Figs. 1 to 3, in which 10 is a base. A sand layer 11 is laid on the base 10, and a large number of iron plates 12 of a certain size are laid on the base 10 in line according to the size of the product to be manufactured.
基盤10は、ある程度の水平度があれば良く、通常の地盤
表面を粗く均し、表面を小型ローラーにより鎮圧した程
度の強度があればよく、表面に多少の凹凸があってもよ
い。また、表面に既存の舗装がなされている場合には、
その舗装のまま使用する。The base 10 only needs to have a certain level of levelness, has a strength to the extent that a normal ground surface is roughly leveled and the surface is crushed by a small roller, and the surface may have some irregularities. If the surface is already paved,
Use it as it is.
砂層11は、鉄板12の下面と基盤10の上面との間隙を埋
め、鉄板12にかかる荷重を下面全域にわたって均等に基
盤に伝えるためのものであり、数センチメートル程度の
厚さに敷設する。The sand layer 11 is for burying a gap between the lower surface of the iron plate 12 and the upper surface of the base plate 10 so as to evenly transfer the load applied to the iron plate 12 to the base plate over the entire lower surface, and is laid in a thickness of about several centimeters.
各鉄板12,12……は、それぞれ略等間隔に多数の支柱13,
13……が突設されている。Each iron plate 12, 12 ... is composed of a large number of columns 13,
13 ... is projected.
支柱13は、第3図に示すようにコンクリート製品の荷重
が大きくかかる部分には、それに応じた耐力が得られる
ように相互間の間隔を狭め、本数を多くする。この支柱
13は本実施例においては、第2図に示すように鉄板12の
下面側から上面側に貫通させ、ナット14によって固定し
たボルト15と、このボルト15の先端部に螺嵌したロング
ナット16とから構成されている。また、ロングナット16
にはその上端に型枠支持部材を構成する木枠17を支持す
るコ字型のライナプレート16aが溶接により固着されて
いる。As shown in FIG. 3, the columns 13 have a large space between the concrete products where the load is large and the number of the columns is increased so that the corresponding yield strength can be obtained. This prop
In the present embodiment, as shown in FIG. 2, reference numeral 13 denotes a bolt 15 which is penetrated from the lower surface side to the upper surface side of the iron plate 12 and fixed by a nut 14, and a long nut 16 screwed into a tip portion of the bolt 15. It consists of Also, long nut 16
A U-shaped liner plate 16a supporting a wooden frame 17 forming a frame supporting member is fixed to the upper end of the frame by welding.
木枠17は、木材からなる通角材18と、その上に直交配置
に固定した垂木19とからなり、垂木19の上にコンクリー
ト製品型枠20の底型板21を載せている。The wooden frame 17 is composed of a timber 18 made of wood and a rafter 19 fixed on the rafter 19 in an orthogonal arrangement, and a bottom template 21 of a concrete product form 20 is placed on the rafter 19.
このように構成される製作台は、予め鉄板12に支柱13を
突設しておき、基盤10上に砂層11を介して鉄板12を敷設
した後、各支柱13のロングナット16を旋回させて必要な
高さ、例えば全支柱13の頂面の高さを同じくし、底型板
21が水平配置となるように、あるいはまた、底型枠21が
上下に湾曲したものである場合には各支柱13毎に底型枠
の曲面に合わせた高さに調節し、その上に木枠17を介し
て型枠20を支持させる。In the production table configured as described above, the support columns 13 are preliminarily provided on the iron plate 12, the iron plate 12 is laid on the base plate 10 with the sand layer 11 interposed therebetween, and then the long nuts 16 of the respective support columns 13 are rotated. Make the required height, for example, the height of the top surface of all columns 13, the bottom template.
If the bottom formwork 21 is curved up and down, adjust the height for each strut 13 according to the curved surface of the bottom formwork, and then place the wood on it. The formwork 20 is supported via the frame 17.
なお、上述の実施例では支柱13として鉄板12にボルトを
突設しているが、この他ロングナットを鉄板に突設し、
これにライナープレート付きのボルトを螺嵌させてもよ
いものである。Incidentally, in the above-mentioned embodiment, the bolt is projected on the iron plate 12 as the pillar 13, but in addition to this, a long nut is projected on the iron plate,
A bolt with a liner plate may be screwed into this.
また、型枠支持部材は前述した木枠17の他、各種のもの
が使用でき、ライナープレート16aは型枠支持部材の形
状に応じたものを使用するが、場合によっては使用しな
くてもよい。In addition to the wooden frame 17 described above, various types of frame support members can be used, and the liner plate 16a uses a liner plate 16a according to the shape of the frame support member, but may not be used in some cases. .
(発明の効果) 上述したように、本発明の大重量プレキャストコンクリ
ート製品製作台は、任意の基盤上に砂層を介して鉄板を
多数並べて敷設し、その鉄板上に突設した支柱上に型枠
を支持させるものであるため、従来のように基礎コンク
リートを構築するものに比べて短時間で、しかも熟達し
た技術者でなくとも簡単に設置でき、また、撤去も鉄板
を運び去るのみでよいため、その作業が著しく簡略化さ
れ、しかも、別の場所に移して再使用できるため、経済
的であり、産業廃棄物処理の問題も生じない。(Effects of the Invention) As described above, the heavy-weight precast concrete product production stand of the present invention has a large number of iron plates laid side by side on a desired base with a sand layer interposed between them, and the formwork is formed on the pillars protruding from the iron plate. Since it supports the equipment, it can be installed in a shorter time than the conventional construction of basic concrete, and it can be easily installed even by an unskilled technician, and it can be removed simply by carrying away the iron plate. However, since the work is remarkably simplified and can be moved to another place and reused, it is economical and does not cause a problem of industrial waste treatment.
また、型枠を頂面高さの調節が可能な支柱上に支持させ
るものであるため、型枠の水平度や、場合によっては底
面の湾曲度も簡単に調節することができることとなり、
型枠の各部の高さ調整も熟練を要することなく簡単に行
えることとなったものである。In addition, since the formwork is supported on a column whose top height can be adjusted, the levelness of the formwork and, in some cases, the degree of curvature of the bottom face can be easily adjusted,
The height of each part of the mold can be easily adjusted without requiring skill.
【図面の簡単な説明】 第1図〜第3図は本発明に係る製作台の実施例を示して
おり、第1図は縦断面図、第2図は部分拡大断面図、第
3図は鉄板及び支柱の配置を示す部分平面図、第4図は
従来例の縦断側面図、第5図は第4図中のA−A線断面
図である。 10……基盤、11……砂層、12……鉄板、13……支柱、14
……ナット、15……ボルト、16……ロングナット、16a
……ライナープレート、17……木枠、18……通角材、19
……垂木、20……型枠、21……底型板。BRIEF DESCRIPTION OF THE DRAWINGS FIGS. 1 to 3 show an embodiment of a manufacturing table according to the present invention. FIG. 1 is a vertical sectional view, FIG. 2 is a partially enlarged sectional view, and FIG. FIG. 4 is a partial plan view showing the arrangement of the iron plate and the support, FIG. 4 is a vertical sectional side view of a conventional example, and FIG. 5 is a sectional view taken along the line AA in FIG. 10 …… Base, 11 …… Sand layer, 12 …… Iron plate, 13 …… Pillar, 14
...... Nuts, 15 ...... Bolts, 16 ...... Long nuts, 16a
...... Liner plate, 17 …… Crate, 18 …… Square beam, 19
…… Rafters, 20 …… Forms, 21 …… Bottom template.
Claims (2)
複数枚並べて敷設した鋼板と、該鋼板の上面に多数突設
され、上端高さが調節自在な支柱と、該支柱上に設置し
た型枠支持部材とを備えてなる大重量プレキャストコン
クリート製品製作台。1. A sand layer appropriately laid on a base, a plurality of steel plates laid side by side on the sand layer, a plurality of protrusions provided on the upper surface of the steel plate and having an adjustable upper end height, and on the struts. A heavy-duty precast concrete product production stand comprising the installed formwork support member.
と、該ボルトに螺嵌させ頂面高さを螺進退によって調節
可能にしたロングナットとから構成される請求項第1項
に記載の大重量プレキャストコンクリート製品製作台。2. The column comprises a bolt projecting from the upper surface of a steel plate and a long nut screwed into the bolt to adjust the height of the top surface by screwing back and forth. The heavy-duty precast concrete product production table described.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1319355A JPH0689524B2 (en) | 1989-12-08 | 1989-12-08 | Heavy-duty precast concrete product platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1319355A JPH0689524B2 (en) | 1989-12-08 | 1989-12-08 | Heavy-duty precast concrete product platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03180603A JPH03180603A (en) | 1991-08-06 |
| JPH0689524B2 true JPH0689524B2 (en) | 1994-11-09 |
Family
ID=18109228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1319355A Expired - Lifetime JPH0689524B2 (en) | 1989-12-08 | 1989-12-08 | Heavy-duty precast concrete product platform |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0689524B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105171911A (en) * | 2015-03-27 | 2015-12-23 | 中铁四局集团第五工程有限公司 | Bottom mold trolley |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7333727B2 (en) * | 2019-08-30 | 2023-08-25 | 鹿島建設株式会社 | How to relocate the floor slab production facility |
| KR102668273B1 (en) * | 2022-07-15 | 2024-05-23 | (주)범우피씨 | Portable tensioning production post using compress member of multiple-steel pipe type |
-
1989
- 1989-12-08 JP JP1319355A patent/JPH0689524B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105171911A (en) * | 2015-03-27 | 2015-12-23 | 中铁四局集团第五工程有限公司 | Bottom mold trolley |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03180603A (en) | 1991-08-06 |
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