JPS6134459Y2 - - Google Patents
Info
- Publication number
- JPS6134459Y2 JPS6134459Y2 JP1980179010U JP17901080U JPS6134459Y2 JP S6134459 Y2 JPS6134459 Y2 JP S6134459Y2 JP 1980179010 U JP1980179010 U JP 1980179010U JP 17901080 U JP17901080 U JP 17901080U JP S6134459 Y2 JPS6134459 Y2 JP S6134459Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- support member
- support
- formwork holder
- holder
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 38
- 239000002184 metal Substances 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000004744 fabric Substances 0.000 claims description 3
- 230000000087 stabilizing effect Effects 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 description 8
- 230000000630 rising effect Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
本考案は布基礎コンクリートの打設に際して、
立上り部型枠を下部より支える金属製支持台に関
する。[Detailed explanation of the invention] This invention is designed to:
This invention relates to a metal support stand that supports the rising formwork from below.
布基礎コンクリートの打設に際して、布基礎の
ベース部とその上部の立上り部を同時に打設する
いわゆる一体打工法が、手間を省き、工期の短縮
が可能なため近年盛んに行われるようになつて来
た。この一体打工法において使用する型枠は、第
1図の縦断面図にみられるように、ベース部型枠
11,11と立上り部型枠12,12とで構成さ
れている。そして、両側の立上り部型枠12,1
2の間隔を所定幅に保つために型枠保持具13が
用いられる。本考案の支持台1は型枠保持具13
の下部より立上り部型枠12を支えるものであ
る。なお符号14は配筋のための鉄筋である。 When pouring concrete for a concrete foundation, the so-called integral pouring method, in which the base part of the foundation and the rising part above it are poured at the same time, has become popular in recent years because it saves time and can shorten the construction period. It's here. The formwork used in this one-piece casting method is composed of base formworks 11, 11 and upright formworks 12, 12, as seen in the longitudinal cross-sectional view of FIG. Then, the rising part formwork 12, 1 on both sides
A formwork holder 13 is used to maintain the interval between the two at a predetermined width. The support stand 1 of the present invention is a formwork holder 13
The rising part formwork 12 is supported from the lower part of the frame. Note that reference numeral 14 indicates reinforcing bars for reinforcement.
布基礎コンクリートの一体打工法においては、
立上り部型枠12はベース部型枠11の高さだけ
浮かした状態で型枠組みをする必要があり、従来
はそのためにコンクリートブロツクを使用する例
が多かつた。しかし、コンクリートブロツクは短
時間では製造できず製造に手間がかかり重くて取
扱いに不便であり、鉄筋受け部などの薄肉部が落
した場合に割れたり、そのために怪我をすること
もあり、また、積載容積を小さくすることができ
ないので運賃が高く、一個当りの価格も高いなど
の難点が多かつたのである。 In the integral pouring method for concrete foundations,
It is necessary to form the rising part formwork 12 in a state where it is raised by the height of the base part formwork 11, and conventionally, concrete blocks have often been used for this purpose. However, concrete blocks cannot be manufactured in a short time, are labor-intensive, and are heavy and inconvenient to handle.Thin parts such as reinforcing bar receivers can break if dropped, which can cause injury. Since the loading volume could not be reduced, freight costs were high, and the price per piece was also high.
コンクリートブロツクに代わる金属製の支持台
も提案されており、例えば、特開昭53−107108号
や実開昭53−125214号にみられる。前者は丸棒を
用いたもので、両端にベース型枠の嵌合部を上部
に立上り部型枠の嵌合部を設けて下部に型枠保持
具を使用しないものであるが、金属製型枠の重量
に耐えるためには丸棒を太くしなければならず、
いきおい高重量のものとなるし、数多く必要とす
る。更に重大な欠点は、後者は型枠保持具載置部
を有する支持台ではあるが、配筋載置部がなく、
中央に一本の支持棒があるのみであるから、重量
物の型枠を片方にのみ載置すると変形する欠点が
あり、使用上極めて不便である。 Metal supports have also been proposed in place of concrete blocks, as seen, for example, in JP-A No. 53-107108 and Utility Model Application No. 53-125214. The former uses a round bar, with a fitting part for the base formwork at both ends, a fitting part for the rising part formwork at the top, and no formwork holder at the bottom, but a metal mold In order to withstand the weight of the frame, the round bar must be made thicker.
They are very heavy and require a large number of them. A more serious drawback is that although the latter is a support stand that has a formwork holder placement section, it does not have a reinforcement placement section.
Since there is only one support rod in the center, there is a drawback that if a heavy formwork is placed on only one side, it will deform, making it extremely inconvenient to use.
本考案は上記のような難点を、プレス加工によ
つて得られる特殊構造の軽量な金属製支持台とす
ることによつて、解決したものである。その特徴
とするところは、左右の水平な型枠保持具載置部
5,5と中間のその型枠保持具載置部より一段低
い配筋支持部4とを二山状に形成した全長チヤン
ネル板状の支持部材2と、その支持部材2の下端
両縁に設けた接地部材3とからなり、接地部材3
は長手方向緊張部9と横幅方向安定部8によつて
構成した点にある。 The present invention solves the above-mentioned difficulties by providing a lightweight metal support with a special structure obtained by press working. Its feature is that it has a full-length channel formed in the form of two peaks, consisting of horizontal formwork holder placement parts 5, 5 on the left and right, and a reinforcing support part 4 located in the middle that is one step lower than the formwork holder placement parts. Consisting of a plate-shaped support member 2 and a grounding member 3 provided on both edges of the lower end of the support member 2, the grounding member 3
This is because it is constituted by a longitudinal tension section 9 and a width direction stabilization section 8.
以下、図面によつて詳細に説明する。 A detailed explanation will be given below with reference to the drawings.
第2図a〜第5図b及び第6図、第7図は実施
例の斜視図であり、第2図b〜第5図bは型枠保
持具を載置したときの実施例の斜視図である。本
考案の金属製支持台1は、これらの図によつて明
らかなように、二山状の支持部材2と、その支持
部材の下端両縁に設けられた接地部材3とからな
る。 Figures 2a to 5b and Figures 6 and 7 are perspective views of the embodiment, and Figures 2b to 5b are perspective views of the embodiment when the formwork holder is placed. It is a diagram. As is clear from these figures, the metal support stand 1 of the present invention consists of a double-mounted support member 2 and grounding members 3 provided at both lower edges of the support member.
支持部材2は強度を高めるために全長チヤンネ
ル構造にしている。この支持部材2の中央部は窪
みを形成して配筋支持部4とし、第1図にみられ
るように施工に際して鉄筋14を載置する。配筋
支持部4の左右は型枠保持具13を載置するため
の型枠保持具載置部5,5となつている。型枠保
持具載置部5,5は、第2図の例ではaにみられ
るように平坦な形状であり、bにみられるように
単に型枠保持具13を載せるだけのものである
が、型枠保持具の移動を規制するために、以下に
示すような種々な構造とすることができる。 The support member 2 has a full-length channel structure to increase its strength. A recess is formed in the center of the support member 2 to serve as a reinforcement support section 4, on which reinforcing bars 14 are placed during construction, as shown in FIG. The left and right sides of the reinforcement support section 4 are formwork holder placement sections 5, 5 on which the formwork holder 13 is placed. In the example of FIG. 2, the formwork holder placement parts 5, 5 have a flat shape as seen in a, and are simply used to place the formwork holder 13, as shown in b. In order to restrict the movement of the formwork holder, various structures as shown below can be used.
第3図aに示した例は、型枠保持具載置部5の
幅をbにみられるように型枠保持具13が嵌まる
だけの細幅としたものである。この例では用いる
型枠保持具13は、型枠保持具載置部5に跨がる
ようなチヤンネル構造である。 In the example shown in FIG. 3a, the width of the form holder mounting portion 5 is made narrow enough to fit the form holder 13, as shown in b. In this example, the formwork holder 13 used has a channel structure that straddles the formwork holder placement section 5 .
第4図aに示した例は、型枠保持具載置部5中
央に長手方向に凸条を形成したものである。同図
bに示したように、これは第3図と同様な型枠保
持具13を使用することができ、長手方向にスラ
イドさせて適当な位置で使用できる点が第3図の
例と同様である。 In the example shown in FIG. 4a, a convex strip is formed in the center of the form holder mounting portion 5 in the longitudinal direction. As shown in Figure b, this can use the formwork holder 13 similar to that in Figure 3, and can be used at an appropriate position by sliding it in the longitudinal direction, similar to the example in Figure 3. It is.
第5図aに示したのは型枠保持具載置部5の配
筋載置部寄り中央に切起し6,6を設けた例であ
る。bに示したように、型枠保持具13の切起し
穴15に配筋載置部5の切起し6を嵌めると、型
枠保持具13は長手方向に移動させる多少の余裕
を有しているが、横幅方向には移動せず、安定に
載置することができる。 What is shown in FIG. 5a is an example in which cut-and-raised portions 6, 6 are provided at the center of the formwork holder placement portion 5 near the reinforcement placement portion. As shown in b, when the cut-and-raised holes 15 of the formwork holder 13 are fitted with the cut-and-raised holes 15 of the reinforcement placement part 5, the formwork holder 13 has some margin to be moved in the longitudinal direction. However, it does not move in the width direction and can be placed stably.
第6図、第7図に示した例は、型枠保持具載置
部5に2個宛の切起し7,7を、それぞれ及びに
一対宛設けたものである。図示することは省略す
るが、型枠保持具を両側から曲げて挾持させ、強
固に固定載置することもできる。 In the example shown in FIGS. 6 and 7, a pair of cut-outs 7, 7 for two pieces are provided on the formwork holder mounting portion 5, respectively. Although not shown in the drawings, the formwork holder may be bent and held from both sides to be firmly fixed and mounted.
以上のような構造の支持部材2の下端両縁を長
手方向に緊張固定し、かつ横幅方向の安定性を確
保するために、接地部材3が各実施例にみられる
ように装着されている。この接地部材3は支持部
材2の横幅よりも広幅の横幅方向安定部8と、支
持部材2の長手方向に平行な長手方向緊張部9と
からなるものであり、長手方向緊張部9は支持部
材2が開拡するのを防止する。 In order to tension-fix both lower edges of the support member 2 having the above-described structure in the longitudinal direction and to ensure stability in the width direction, a grounding member 3 is attached as seen in each embodiment. This grounding member 3 consists of a widthwise stable part 8 wider than the width of the support member 2, and a longitudinal tension part 9 parallel to the longitudinal direction of the support member 2. 2 will be prevented from expanding.
第2図〜第6図の例では支持部材2を二山状に
形成し、この両下端縁に接地部材3の横方向安定
部8をまず取付け、次いで長手方向緊張部を両端
を折曲げて固定している。しかし、第7図に示し
たように、支持部材2の上部の型枠保持具載置部
5,5と配筋支持部4とを傾斜部10を残して別
体で形成し、他の長方形単板をプレス加工してリ
ブ構造の接地部3と、支持部材2の一部のチヤン
ネル状傾斜部10を一体物として成形し、これら
両者を型枠保持具載置部5,5の部分でスポツト
溶接等によつて一体化して作ることもできる。 In the examples shown in FIGS. 2 to 6, the support member 2 is formed into a double mountain shape, and the lateral stabilizing portion 8 of the grounding member 3 is first attached to both lower edges of the support member 2, and then the longitudinal tension portion is bent at both ends. Fixed. However, as shown in FIG. 7, the formwork holder placement parts 5, 5 on the upper part of the support member 2 and the reinforcement support part 4 are formed separately except for the inclined part 10, and the other rectangular parts are formed separately. A veneer is pressed to form the rib-structured grounding part 3 and a part of the channel-like inclined part 10 of the support member 2 as an integral part, and these are both formed in the formwork holder mounting parts 5, 5. It can also be made integrally by spot welding or the like.
本考案は以上詳述したような構造であるから、
軽量で現場施工時の取扱いが容易であり、かつ高
強度である。また、保管時とか運搬時には多数個
を重ねておくことができるので倉庫面積が小さく
てすみ、運賃も安く、従来のブロツク等に比べて
非常に軽い。更に、打設コンクリートが支持台の
内部にまで充填されて布基礎の強度低下が生じな
い等の多くの長所を有しており、更にまた、プレ
ス加工によつて簡単に製作できるので、安価かつ
大量生産が可能である。 Since the present invention has the structure as detailed above,
It is lightweight, easy to handle during on-site construction, and has high strength. In addition, since a large number of blocks can be stacked on top of each other during storage or transportation, warehouse space is small, shipping costs are low, and they are much lighter than conventional blocks. Furthermore, it has many advantages, such as the fact that the poured concrete is filled into the inside of the support base, which prevents the strength of the cloth foundation from decreasing.Furthermore, it is inexpensive and can be easily manufactured by press processing. Mass production is possible.
第1図は本考案の金属製支持台を用いた布基礎
型枠の縦断面図である。第2図a〜第5図a及び
第6図、第7図は実施例の斜視図である。第2図
b〜第5図bは型枠保持具を載置したときの実施
例の斜視図である。
1……金属製支持台、2……支持部材、3……
接地部材、4……配筋支持部、5……型枠保持具
載置部、10……傾斜部。
FIG. 1 is a longitudinal sectional view of a cloth foundation form using the metal support of the present invention. FIGS. 2a to 5a and FIGS. 6 and 7 are perspective views of the embodiment. FIGS. 2b to 5b are perspective views of the embodiment when the formwork holder is placed. 1...Metal support stand, 2...Support member, 3...
Grounding member, 4... Reinforcement support part, 5... Formwork holder mounting part, 10... Inclined part.
Claims (1)
該型枠保持具載置部より一段低い配筋支持部4と
を二山状に形成した全長チヤンネル板状の支持部
材2と、該支持部材2の下端両縁に設けた接地部
材3とからなり、接地部材3は長手方向緊張部9
と横幅方向安定部8によつて構成したことを特徴
とする布基礎型枠の金属製支持台。 A support member 2 in the form of a full-length channel plate in which horizontal formwork holder placement parts 5, 5 on the left and right and a reinforcing support part 4 located in the middle that is one step lower than the formwork holder placement part are formed in a double mountain shape. , and a grounding member 3 provided on both edges of the lower end of the support member 2, and the grounding member 3 includes a longitudinal tension portion 9.
A metal support stand for a cloth foundation formwork, characterized by comprising: and a width direction stabilizing part 8.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1980179010U JPS6134459Y2 (en) | 1980-12-13 | 1980-12-13 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1980179010U JPS6134459Y2 (en) | 1980-12-13 | 1980-12-13 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57101241U JPS57101241U (en) | 1982-06-22 |
JPS6134459Y2 true JPS6134459Y2 (en) | 1986-10-07 |
Family
ID=29974315
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1980179010U Expired JPS6134459Y2 (en) | 1980-12-13 | 1980-12-13 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6134459Y2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53107108A (en) * | 1977-02-28 | 1978-09-18 | Nat Jutaku Kenzai | Device for building foundation |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5753815Y2 (en) * | 1977-03-11 | 1982-11-20 |
-
1980
- 1980-12-13 JP JP1980179010U patent/JPS6134459Y2/ja not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53107108A (en) * | 1977-02-28 | 1978-09-18 | Nat Jutaku Kenzai | Device for building foundation |
Also Published As
Publication number | Publication date |
---|---|
JPS57101241U (en) | 1982-06-22 |
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