JPH03247861A - Frame of latticed girder foundation - Google Patents

Frame of latticed girder foundation

Info

Publication number
JPH03247861A
JPH03247861A JP4639790A JP4639790A JPH03247861A JP H03247861 A JPH03247861 A JP H03247861A JP 4639790 A JP4639790 A JP 4639790A JP 4639790 A JP4639790 A JP 4639790A JP H03247861 A JPH03247861 A JP H03247861A
Authority
JP
Japan
Prior art keywords
face plate
mesh face
receiving metal
lattice beam
fitting
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
JP4639790A
Other languages
Japanese (ja)
Other versions
JP2714469B2 (en
Inventor
Katsuhisa Miyamoto
宮本 克久
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP4639790A priority Critical patent/JP2714469B2/en
Publication of JPH03247861A publication Critical patent/JPH03247861A/en
Application granted granted Critical
Publication of JP2714469B2 publication Critical patent/JP2714469B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To strengthen an assembled frame, by arranging upper and lower mesh face plates at the lower part of a latticed girder on the levelling concrete in parallel and confrontation with each other and arranging the first-the third receiving metal blocks at the upper and lower ends of the mesh face plate and the latticed girder, etc., to support them. CONSTITUTION:A latticed girder 4 is erected via a leg 3 on a levelling concrete 2 and a lower mesh face plate 5 and a upper mesh face plate 6 are arranged in parallel with each other and in confrontation with each other at both sides of the lower part of the beam 4. The bottom end of the lower mesh face plate 5 is supported at both ends of the first receiving metal block 9 placed on the levelling concrete 2 to span both lower mesh face plates and also the second receiving metal 10 is placed between the beam 4 and the upper end of the lower face plate 5 of both sides to support the upper end of the lower face plate 5. And the bottom end of the upper face plate 6 is supported on the second receiving metal block 10 and the third receiving metal block 11 is arranged to support the upper end of the face plate 6. In this way, frames can be easily assembled.

Description

【発明の詳細な説明】 [産業上の利用分野1 本発明はラチス梁をコンクリートに埋設したう千ス基礎
を形成するためのラチス梁基礎の型枠に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field 1] The present invention relates to a formwork for a lattice beam foundation for forming a lattice foundation in which a lattice beam is embedded in concrete.

[従来の技術1 従来のラチス梁基礎の型枠は第4図に示すように栗石1
上の捨てコンクリート2上に脚3を介してラチス梁4を
立設し、捨てコンクリート2の上の両側に木製堰板5′
を立設し、木製堰板5′の上方でラチス梁4の両側に木
製パネル6′を立設し、一対の木製パネル6′の間隔を
セパレータ7にて保持しである。このように組み立てた
型枠にコンクリート8を流し込み、コンクリート8の硬
化後、木製堰板5′や木製パネル6′を外して解体して
いる。
[Conventional technology 1 The formwork of the conventional lattice beam foundation is made of chestnut stone 1 as shown in Figure 4.
A lattice beam 4 is erected on the upper concrete 2 through legs 3, and wooden weir plates 5' are installed on both sides above the concrete 2.
are erected, and wooden panels 6' are erected on both sides of the lattice beam 4 above the wooden weir board 5', and the interval between the pair of wooden panels 6' is maintained by a separator 7. Concrete 8 is poured into the formwork assembled in this manner, and after the concrete 8 hardens, the wooden weir board 5' and the wooden panel 6' are removed and dismantled.

[発明が解決しようとする課題] かかる従来例にあっては、型枠を組み立てたとき木製堰
板5′や木製パネル6′を多数の支持材を架は渡したり
して支持しなければならなく、型枠の組み立てに手間が
かかり、またラチス梁基礎を形成した後に木製堰板5′
や木製パネル6′を外して解体しなければならなく、解
体にも作業手問を要するという問題がある。
[Problems to be Solved by the Invention] In such a conventional example, when the formwork is assembled, the wooden weir board 5' and the wooden panel 6' must be supported by passing a large number of supporting materials across the frame. It takes a lot of time to assemble the formwork, and the wooden dam plate 5' is not installed after forming the lattice beam foundation.
There is a problem in that the wooden panel 6' must be removed and dismantled, and dismantling also requires a lot of work.

本発明は叙述の点に鑑みてなされたものであって、本発
明の目的とするところは簡単に型枠を組み立てることが
できると共に解体にも手間がかからないラチス梁基礎の
型枠を提供するにある。
The present invention has been made in view of the above points, and an object of the present invention is to provide a formwork for a lattice beam foundation that can be easily assembled and does not require much effort to dismantle. be.

[課題を解決するための手段] 上記目的を達成するため本発明ラチス梁基礎の型枠は、
捨てコンクリート2の上にラチス梁4を立設し、ラチス
梁4の下部の両側に夫々下部メツシュ面板5と上部メツ
シュ面板6とを夫々平行に対向するように配置し、両側
の下部メツシュ面板5間に亘るように捨てコンクリート
2上に載置した第1受け金具9の両端に下部メツシュ面
板5の下端を支持し、ラチス梁4と両側の下部7721
面板5の上端との間に第2受け金具10を架設して下部
メツシュ面板5の上端を支持し、上部メツシュ面板6の
下端を第2受け金具10に支持すると共に上部メツシュ
面板6開に第3受け金具11を架設して上部メツシュ面
板6の上端を支持した。
[Means for Solving the Problem] In order to achieve the above object, the formwork for the lattice beam foundation of the present invention has the following features:
A lattice beam 4 is erected on the sacrificial concrete 2, and a lower mesh face plate 5 and an upper mesh face plate 6 are placed on both sides of the lower part of the lattice beam 4 so as to face each other in parallel. The lower end of the lower mesh face plate 5 is supported on both ends of the first receiving metal fitting 9 placed on the concrete 2 so as to span between the lattice beam 4 and the lower parts 7721 on both sides.
A second support fitting 10 is installed between the upper end of the face plate 5 to support the upper end of the lower mesh face plate 5, and the lower end of the upper mesh face plate 6 is supported by the second support fitting 10, and a 3 support fittings 11 were installed to support the upper end of the upper mesh face plate 6.

[牛用1 第1受け金具9、第2受け金具10及び第3受け金具1
1を架設して簡単に下部メツシュ面板5や上部メツシュ
面板6を支持できて簡単にラチス梁基礎の型枠を組み立
てることができ、またラチス梁基礎を形成した後には下
部メツシュ面板5及び上部メツシュ面板6が基礎と一体
となり、解体の手間を要しない。
[For cattle 1 First receiving metal fitting 9, second receiving metal fitting 10 and third receiving metal fitting 1
1, the lower mesh face plate 5 and upper mesh face plate 6 can be easily supported, and the formwork for the lattice beam foundation can be easily assembled. The face plate 6 is integrated with the foundation, eliminating the need for disassembly.

[実施例1 第1受け金具9は$3図(&)に示すように細長い帯板
状に形成され、第1受け金具9の両端に下部メツシュ面
板嵌合部9aを設けである。第2受け金具10も第3図
(b)に示すように細長い帯板状に形成され、第2受け
金具10の一端に下部メツシュ面板嵌合部10aを設け
であると共に他端にラチス梁嵌合部10bを設けてあり
、第2受け金具10に上部メツシュ面板嵌合部10cを
設けである。第3受け金具11も第3図(c)に示すよ
うに細長い帯板状に形成され、第3受け金具11の両端
に上部メツシュ面板嵌合部11.aを設けてあり、第3
受け金具11の中央部にラチス梁係止部11bを設けで
ある。このように構成された第1受け金具9、第2受け
金具10及び第3受け金具11を用いてラチス梁基礎の
型枠が次のように組み立てられている。栗石1上の捨て
コンクリート2上には脚3を介してラチス梁4を立設し
てあり、捨てコンクリート2上には第1受け金!4:9
を載置してあり、第1受け金具9の中央を固着具14で
固着しである。下部鉄筋13の両側で捨てコンクリート
2上には下部メツシュ面板5が立設され、第1受け金具
9の両側の下部メツシュ面板嵌合部9aに下部メツシュ
面板5の下端が嵌合される。
[Embodiment 1] The first receiving metal fitting 9 is formed into an elongated strip shape as shown in Figure 3 (&), and lower mesh face plate fitting portions 9a are provided at both ends of the first receiving metal fitting 9. As shown in FIG. 3(b), the second receiving fitting 10 is also formed into an elongated strip shape, and one end of the second receiving fitting 10 is provided with a lower mesh face plate fitting part 10a, and a lattice beam fitting is provided at the other end. A fitting portion 10b is provided, and the second receiving metal fitting 10 is provided with an upper mesh face plate fitting portion 10c. As shown in FIG. 3(c), the third receiving fitting 11 is also formed in the shape of an elongated strip, and upper mesh face plate fitting portions 11 are provided at both ends of the third receiving fitting 11. a, and the third
A lattice beam locking portion 11b is provided at the center of the receiving metal fitting 11. A formwork for a lattice beam foundation is assembled as follows using the first receiving metal fitting 9, the second receiving metal fitting 10, and the third receiving metal fitting 11 configured in this way. A lattice beam 4 is erected on the sacrificial concrete 2 on the chestnut stone 1 via legs 3, and a first support is placed on the sacrificial concrete 2! 4:9
is mounted, and the center of the first receiving metal fitting 9 is fixed with a fixing tool 14. A lower mesh face plate 5 is erected on the sacrificial concrete 2 on both sides of the lower reinforcing bar 13, and the lower end of the lower mesh face plate 5 is fitted into the lower mesh face plate fitting portions 9a on both sides of the first receiving metal fitting 9.

ラチス梁4と下部メツシュ面板5との間には第2受け金
具10が架設され、第2受け金具9の一端の下部メツシ
ュ面板嵌合部1(laが下部メツシュ面板5の上端に嵌
合され、第2受け金具9の他端のラチス梁嵌合部10b
がラチス梁4に嵌合される。この第2受け金具10上で
ラチス梁4の両側には上部メツシュ面板6が配置され、
上部メツシュ面板6の下端が上部メツシュ面板嵌合部1
0cに嵌合される。上部メツシュ面板6間には第3受け
金具11が架設され、第3受け金具11の両端の上部メ
ツシュ面板嵌合部11.aが上部メツシュ面板6の上端
に嵌合され、ラチス梁係止部11.bがラチス梁4に係
止される。このようにして!F+1図に示すようなラチ
ス梁基礎の型枠を組み立てた後、コンクリートを打設し
てラチス梁基礎を形成する。
A second receiving metal fitting 10 is installed between the lattice beam 4 and the lower mesh face plate 5, and the lower mesh face plate fitting portion 1 (la) at one end of the second receiving metal fitting 9 is fitted to the upper end of the lower mesh face plate 5. , lattice beam fitting portion 10b at the other end of the second receiving fitting 9
is fitted to the lattice beam 4. Upper mesh face plates 6 are arranged on both sides of the lattice beam 4 on this second receiving fitting 10,
The lower end of the upper mesh face plate 6 is the upper mesh face plate fitting part 1
It is fitted to 0c. A third receiving metal fitting 11 is installed between the upper mesh face plates 6, and upper mesh face plate fitting portions 11. a is fitted to the upper end of the upper mesh face plate 6, and the lattice beam locking portion 11. b is locked to the lattice beam 4. Like this! After assembling the formwork for the lattice beam foundation as shown in Figure F+1, concrete is poured to form the lattice beam foundation.

上記下部メツシュ面板5及び上部メツシュ面板6、第1
受け金具9、第2受け金具10及び第3受け金具11は
コンクリートに埋設されて取り外す必要がないので解体
の手間がかからない。
The lower mesh face plate 5 and the upper mesh face plate 6, the first
The receiving metal fittings 9, the second receiving metal fittings 10, and the third receiving metal fittings 11 are buried in concrete and do not need to be removed, so there is no need for disassembly.

[発明の効果] 本発明は叙述の如(構成されているので、第1受け金具
、第2受け金具及び第3受け金具を用いて下部メツシュ
面板及び上部メツシュ面板を支持して型枠を組み立てる
ことができるものであって、型枠の組み立てが簡単にで
さると共に強固に組み立てることができるものであり、
しかも下部メソシュ面板や上部メツシュ面板を用いてい
るので、木製の型板を用いるもののように後で取り外す
必要がな(、解体に手間がかからないものである。
[Effects of the Invention] Since the present invention is configured as described, the formwork can be assembled by supporting the lower mesh face plate and the upper mesh face plate using the first receiving metal fitting, the second receiving metal fitting, and the third receiving metal fitting. It is possible to assemble the formwork easily and firmly.
Moreover, since the lower mesh face plate and the upper mesh face plate are used, there is no need to remove them later (and it does not take much time to dismantle, unlike those that use wooden templates).

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

第1図は本発明の一実施例の断面図、第2図は同上の分
解斜視図、第3図(a)(b)(c)は同上の第1乃至
第3受け金具の斜視図、第4図は従来例の断面図であっ
て、2は捨てコンクリート、4はラチス梁、5は下部メ
ツシュ面板、6は上部メツシュ面板、9は第1受け金具
、10は第2受け金具、11は第3受け金具である。
FIG. 1 is a sectional view of an embodiment of the present invention, FIG. 2 is an exploded perspective view of the same, and FIGS. 3 (a), (b), and (c) are perspective views of the first to third receiving fittings of the above, FIG. 4 is a sectional view of a conventional example, in which 2 is concrete, 4 is a lattice beam, 5 is a lower mesh face plate, 6 is an upper mesh face plate, 9 is a first receiving metal fitting, 10 is a second receiving metal fitting, 11 is the third receiving metal fitting.

Claims (1)

【特許請求の範囲】[Claims] [1]捨てコンクリートの上にラチス梁を立設し、ラチ
ス梁の下部の両側に夫々下部メッシュ面板と上部メッシ
ュ面板とを夫々平行に対向するように配置し、両側の下
部メッシュ面板間に亘るように捨てコンクリート上に載
置した第1受け金具の両端に下部メッシュ面板の下端を
支持し、ラチス梁と両側の下部メッシュ面板の上端との
間に第2受け金具を架設して下部メッシュ面板の上端を
支持し、上部メッシュ面板の下端を第2受け金具に支持
すると共に上部メッシュ面板間に第3受け金具を架設し
て上部メッシュ面板の上端を支持して成るラチス梁基礎
の型枠。
[1] A lattice beam is erected on top of the sacrificial concrete, and a lower mesh face plate and an upper mesh face plate are placed on both sides of the lower part of the lattice beam so as to face each other in parallel, and span between the lower mesh face plates on both sides. The lower ends of the lower mesh face plate are supported on both ends of the first support metal fittings placed on the concrete, and the second support metal fittings are installed between the lattice beam and the upper ends of the lower mesh face plates on both sides. A formwork for a lattice beam foundation comprising supporting the upper end of the upper mesh face plate, supporting the lower end of the upper mesh face plate on a second receiving metal fitting, and supporting the upper end of the upper mesh face plate by installing a third receiving metal fitting between the upper mesh face plates.
JP4639790A 1990-02-26 1990-02-26 Lattice beam foundation formwork Expired - Lifetime JP2714469B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4639790A JP2714469B2 (en) 1990-02-26 1990-02-26 Lattice beam foundation formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4639790A JP2714469B2 (en) 1990-02-26 1990-02-26 Lattice beam foundation formwork

Publications (2)

Publication Number Publication Date
JPH03247861A true JPH03247861A (en) 1991-11-06
JP2714469B2 JP2714469B2 (en) 1998-02-16

Family

ID=12746018

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4639790A Expired - Lifetime JP2714469B2 (en) 1990-02-26 1990-02-26 Lattice beam foundation formwork

Country Status (1)

Country Link
JP (1) JP2714469B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05321272A (en) * 1992-05-21 1993-12-07 Sanei Shoji Kk Method for constructing base form for foundation of dwelling house
JPH0649652U (en) * 1992-12-14 1994-07-08 好雄 衣川 Formwork panel for foundation of small building and formwork using it

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7175669B2 (en) 2018-08-03 2022-11-21 Jfeシビル株式会社 Formwork, foundations and methods of construction of foundations

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05321272A (en) * 1992-05-21 1993-12-07 Sanei Shoji Kk Method for constructing base form for foundation of dwelling house
JPH0649652U (en) * 1992-12-14 1994-07-08 好雄 衣川 Formwork panel for foundation of small building and formwork using it

Also Published As

Publication number Publication date
JP2714469B2 (en) 1998-02-16

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