JPH0424946U - - Google Patents

Info

Publication number
JPH0424946U
JPH0424946U JP6683090U JP6683090U JPH0424946U JP H0424946 U JPH0424946 U JP H0424946U JP 6683090 U JP6683090 U JP 6683090U JP 6683090 U JP6683090 U JP 6683090U JP H0424946 U JPH0424946 U JP H0424946U
Authority
JP
Japan
Prior art keywords
mesh
reinforcements
concrete formwork
pair
vertical
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
JP6683090U
Other languages
Japanese (ja)
Other versions
JP2525854Y2 (en
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 filed Critical
Priority to JP6683090U priority Critical patent/JP2525854Y2/en
Publication of JPH0424946U publication Critical patent/JPH0424946U/ja
Application granted granted Critical
Publication of JP2525854Y2 publication Critical patent/JP2525854Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

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

第1図乃至第7図は本考案の第1実施例、第8
図乃至第10図は本考案の第2実施例である。第
1図は折りたたまれたコンクリート型枠の斜視図
、第2図は第1図のコンクリート型枠を広げて状
態の斜視図、第3図はセパレータの上面図、第4
図はセパレータの正面図、第5図は止めピンの正
面図、第6図はメツシユ型枠とセパレータとが取
付けられたときの嵌合部の拡大断面図、第7図は
第6図の斜視図である。第8図はセパレータの上
面図、第9図はセパレータの正面図、第10図は
メツシユ型枠とセパレータとが取付けられたとき
の嵌合部の拡大断面図である。第11図はコンク
リート構造物の平面図、第12図はアンカーボル
トの平面図である。 10……コンクリート型枠、12,52……メ
ツシユ型枠、13,53……セパレータ、20,
60……メツシユ筋、21,61……主筋、22
,62……縦方向保持筋、23,63……縦方向
メツシユ筋(メツシユ筋)、24,64……横方
向メツシユ筋(メツシユ筋)、30,70……把
持腕、32,72……止めピン、33,73……
嵌合部、34,74……開口部、36,76……
ストツパピン。
1 to 7 are the first embodiment and the eighth embodiment of the present invention.
Figures 1 to 10 show a second embodiment of the present invention. Figure 1 is a perspective view of the concrete formwork folded, Figure 2 is a perspective view of the concrete formwork shown in Figure 1 in an expanded state, Figure 3 is a top view of the separator, and Figure 4 is a perspective view of the concrete formwork in the folded state.
The figure is a front view of the separator, Figure 5 is a front view of the locking pin, Figure 6 is an enlarged sectional view of the fitting part when the mesh formwork and separator are attached, and Figure 7 is a perspective view of Figure 6. It is a diagram. FIG. 8 is a top view of the separator, FIG. 9 is a front view of the separator, and FIG. 10 is an enlarged sectional view of the fitting portion when the mesh formwork and the separator are attached. FIG. 11 is a plan view of the concrete structure, and FIG. 12 is a plan view of the anchor bolt. 10...Concrete formwork, 12,52...Mesh formwork, 13,53...Separator, 20,
60... mesh muscle, 21, 61... main muscle, 22
, 62...Longitudinal holding muscle, 23,63...Longitudinal mesh muscle (mesh muscle), 24,64...lateral mesh muscle (mesh muscle), 30,70...grasping arm, 32,72... Stop pin, 33, 73...
Fitting part, 34, 74... Opening part, 36, 76...
Stotupapin.

Claims (1)

【実用新案登録請求の範囲】 (1) 縦方向メツシユ筋と横方向メツシユ筋とが
格子状に一体成形された離間対向した一対の樹脂
製のメツシユ型枠と、前記縦方向メツシユ筋に枢
着された嵌合部を両端に形成した少なくとも一対
の等長の把持腕と該把持腕を上下方向で平行に連
結する連結腕とを具えた樹脂製のセパレータとを
有してなるコンクリート型枠であつて、 前記嵌合部に前記一対のメツシユ型枠を広げた
ときに前記横方向メツシユ筋に当接するストツパ
ピンを設けたことを特徴とする、 コンクリート型枠。 (2) 前記メツシユ型枠は、さらに、長手方向に
延びる主筋と、一定間隔おきに設けられた縦方向
補助筋とを有し、前記嵌合部が前記縦方向補助筋
に枢着され、前記ストツパピンが前記主筋に当接
するようになつている、請求項1記載のコンクリ
ート型枠。 (3) 縦方向メツシユ筋と横方向メツシユ筋とが
格子状に一体成形されたメツシユ筋と該メツシユ
筋の一方の側で間隔をおいて形成された縦方向補
助筋とを有する離間対向した一対の樹脂製のメツ
シユ型枠と、前記縦方向補助筋に枢着された嵌合
部を両端に形成した少なくとも一対の等長の把持
腕と該把持腕を上下方向で平行に連結する連結腕
とを具えた樹脂製のセパレータとを有してなるコ
ンクリート型枠であつて、 前記嵌合部に前記一対のメツシユ型枠を広げた
ときに前記縦方向メツシユ筋に当接するストツパ
ピンを設けたことを特徴とする、 コンクリート型枠。 (4) 前記メツシユ型枠は、さらに、長手方向に
延びる主筋を有する、請求項3記載のコンクリー
ト型枠。
[Claims for Utility Model Registration] (1) A pair of spaced apart opposed resin mesh forms in which vertical mesh reinforcements and horizontal mesh reinforcements are integrally molded in a lattice pattern, and pivoted to the vertical mesh reinforcements. A concrete formwork comprising a resin separator comprising at least a pair of gripping arms of equal length, each of which has a fitting portion formed at both ends thereof, and a connecting arm that connects the gripping arms in parallel in the vertical direction. A concrete formwork, characterized in that the fitting portion is provided with a stopper pin that comes into contact with the horizontal mesh reinforcement when the pair of mesh formworks are expanded. (2) The mesh formwork further includes main reinforcements extending in the longitudinal direction and longitudinal auxiliary reinforcements provided at regular intervals, the fitting portion being pivotally connected to the longitudinal auxiliary reinforcements, and The concrete formwork according to claim 1, wherein a stopper pin is adapted to abut the main reinforcement. (3) A pair of vertical mesh muscles and lateral mesh muscles that are spaced apart from each other and have mesh muscles formed integrally in a lattice shape, and vertical auxiliary reinforcements formed at intervals on one side of the mesh muscles. a mesh form made of resin; at least a pair of gripping arms of equal length having fitting portions formed at both ends pivotally connected to the longitudinal auxiliary reinforcement; and connecting arms connecting the gripping arms in parallel in the vertical direction; A concrete formwork comprising a resin separator with Features: Concrete formwork. (4) The concrete formwork according to claim 3, wherein the mesh formwork further has main reinforcements extending in the longitudinal direction.
JP6683090U 1990-06-26 1990-06-26 Folding concrete formwork Expired - Lifetime JP2525854Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6683090U JP2525854Y2 (en) 1990-06-26 1990-06-26 Folding concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6683090U JP2525854Y2 (en) 1990-06-26 1990-06-26 Folding concrete formwork

Publications (2)

Publication Number Publication Date
JPH0424946U true JPH0424946U (en) 1992-02-28
JP2525854Y2 JP2525854Y2 (en) 1997-02-12

Family

ID=31599881

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6683090U Expired - Lifetime JP2525854Y2 (en) 1990-06-26 1990-06-26 Folding concrete formwork

Country Status (1)

Country Link
JP (1) JP2525854Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010018984A (en) * 2008-07-09 2010-01-28 Masashi Sasaki Concrete form member for pit creation, and installation method for concrete form for pit creation

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102547643B1 (en) * 2021-06-01 2023-06-26 주식회사 플러스데크 Constructing Method for Concrete Construction using Lightweight Molding Panel

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2160351B1 (en) 2007-05-15 2013-11-20 Shell Internationale Research Maatschappij B.V. Process for preparing ti-doped hydrides

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010018984A (en) * 2008-07-09 2010-01-28 Masashi Sasaki Concrete form member for pit creation, and installation method for concrete form for pit creation

Also Published As

Publication number Publication date
JP2525854Y2 (en) 1997-02-12

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