JPH07259331A - Construction method and form of concrete structure - Google Patents
Construction method and form of concrete structureInfo
- Publication number
- JPH07259331A JPH07259331A JP5583994A JP5583994A JPH07259331A JP H07259331 A JPH07259331 A JP H07259331A JP 5583994 A JP5583994 A JP 5583994A JP 5583994 A JP5583994 A JP 5583994A JP H07259331 A JPH07259331 A JP H07259331A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- formwork
- sheets
- concrete structure
- gas
- 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
Links
Landscapes
- Retaining Walls (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は型枠内にコンクリート
を打設し、コンクリート構造物を施工する方法および型
枠に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for placing concrete in a formwork and constructing a concrete structure, and a formwork.
【0002】[0002]
【発明が解決しようとする課題】従来の型枠は一般に表
面が平坦な型枠板を用い構成されているので、型枠内に
コンクリートを打設し構築したコンクリート構造物は表
面が平坦であり、趣向に欠ける傾向があった。Since the conventional formwork is generally constructed using a formwork plate having a flat surface, the concrete structure constructed by casting concrete in the formwork has a flat surface. , Tended to lack taste.
【0003】また、従来の型枠は密に組立ててあるため
に、打設したコンクリート中の余剰水分や気泡等のガス
体を排出しがたかったので、水比が高く、流動性のよい
コンクリートを打設した場合は、高強度の硬化体が得が
たく、あるいはコンクリート中の気泡が残って気孔やあ
ばた表面等の欠陥を発生し易かった。Further, since the conventional formwork is densely assembled, it is difficult to discharge gas such as excess water and bubbles in the placed concrete, so that the concrete having a high water ratio and good fluidity is used. In the case of casting, it was difficult to obtain a high-strength hardened body, or bubbles in the concrete remained and defects such as pores and pockmark surface were easily generated.
【0004】このような欠点を補う対策として型枠板に
織物等の濾過性材料を重ね合せ、打設したコンクリート
中の余剰水分や気泡ガス体を濾過材を透過し、型枠板に
穿設した排出孔あるいは型枠板間の間隙等から排出する
手段が提案されている。As a measure for compensating for such drawbacks, a filter material such as a woven fabric is superposed on the form plate, and excess water and gas bubbles in the cast concrete are permeated through the filter material and punched in the form plate. There has been proposed a means for discharging from the discharge hole or the gap between the form plates.
【0005】しかし、この様な手段は余剰水分や混入気
泡等の排出による効果は得られるが、型枠がコスト高と
なったり、取扱いが複雑となる等の欠点があった。また
構造物表面を趣向のあるものとすることはできなかっ
た。However, although such a means can obtain the effect of discharging excess water and mixed bubbles, it has drawbacks such as high cost of the mold and complicated handling. Moreover, the surface of the structure could not be made to have a taste.
【0006】この発明は上記問題点に着目しなされたも
のである。その目的は表面に造形的な凹凸模様を形成で
きるコンクリート構造物の施工方法、凹凸模様の造形と
同時に打設コンクリート中の余剰水分、気泡のガス体を
能率よく排出して強度,品質が優れたコンクリート構造
物および周囲の自然の景観にマッチした蘚苔類の植生面
を持ったコンクリート構造物の施工方法および施工型枠
を提案するにある。The present invention has been made in view of the above problems. The purpose of this method is to construct concrete structures that can form a relief pattern on the surface, and at the same time to produce the relief patterns, surplus water in the cast concrete and air bubbles are efficiently discharged, resulting in excellent strength and quality. The purpose is to propose a construction method and construction form for concrete structures and moss-covered vegetation surfaces that match the natural landscape around them.
【0007】[0007]
【課題を解決するための手段】請求項1のコンクリート
構造物の施工方法は、型枠内にコンクリートを打設し、
硬化後型枠を撤去するコンクリート構造物の施工方法に
おいて、多数の開口部がある支持枠体にシート類を張設
し、型枠板となして型枠を組立て、コンクリートの打設
によるシート類の膨れに起因する凹凸模様をコンクリー
ト構造物表面に形成することを特徴とする。According to a first aspect of the present invention, there is provided a method for constructing a concrete structure, which comprises placing concrete in a formwork,
In the method of constructing a concrete structure in which the formwork is removed after hardening, sheets are stretched on a support frame that has many openings, the formwork is assembled as a formwork plate, and the sheets are cast by concrete. It is characterized in that a concavo-convex pattern resulting from the bulge of the is formed on the surface of the concrete structure.
【0008】請求項2の施工方法は、請求項1の施工方
法において、シート類として打設したコンクリート中の
水分およびガス体は透過でき、固形分は実質的に透過で
きない濾過性があるシート類を支持枠体に張設して、シ
ート類の膨れによる凹凸模様の形成と同時に、余剰水分
および混入ガス体をシート類を透過して排出するもので
ある。The construction method according to claim 2 is the construction method according to claim 1, wherein moisture and gas in the concrete cast as sheets are permeable, but solids are substantially impermeable. Is stretched on the support frame to form an uneven pattern due to the swelling of the sheets, and at the same time, excess moisture and mixed gas are discharged through the sheets.
【0009】請求項3の施工方法は、請求項1の施工方
法において、凹凸模様をなした表面の洗出しを行ない、
その面に蘚苔類あるいは草本類の種子および肥土を吹き
付け、植生を促進するものである。The construction method according to claim 3 is the construction method according to claim 1, in which the surface having an uneven pattern is washed out,
The surface is sprayed with moss or herbaceous seeds and fertilizer to promote vegetation.
【0010】請求項4の型枠は、コンクリートを打設
し、コンクリート構造物を施工する型枠において、該型
枠は多数の開口部がある支持枠体に打設コンクリート中
の水分およびガス体は透過するが、固形分は実質的に透
過しない濾過性があるシート類を張設して形枠板とな
し、この型枠板を用い構成してなることを特徴とする。According to a fourth aspect of the present invention, there is provided a formwork for placing concrete and for constructing a concrete structure, wherein the formwork is placed on a support frame having a large number of openings, and water and gas in the concrete are poured. Is permeated, but solids are substantially not permeated to form a frame plate by stretching, and a form plate is used.
【0011】この発明で用いる支持枠体はコンクリート
打設時の打設圧に耐える強度を有するものであり、通
常、鉄,アルミニウム等の金属製のものが用いられ、例
えば、図1(a) に示す支持枠体1のごとく格子状をな
し、多数の方形の開口部2を有するもの(b) に示すごと
く多数の正六角形の開口部2を有するもの、あるいは
(c)に示すごとく多数の円形の開口部2を有するもの等
である。The support frame used in the present invention has a strength to withstand the pouring pressure at the time of pouring concrete, and is usually made of metal such as iron or aluminum. For example, as shown in FIG. A support frame 1 having a lattice shape and a large number of square openings 2 as shown in (b), or a large number of regular hexagonal openings 2 as shown in (b), or
As shown in (c), it has a large number of circular openings 2.
【0012】この発明で用いられるシート類としては、
通常、合成繊維の織物類が用いられ、打設コンクリート
中の水分およびガス体は透過できるが、固形分は実質的
に透過できない濾過材としての性能をもったものが用い
られる。また、樹脂を被覆した織物、あるいは樹脂膜等
の不透水,不透気性のシート類を用いることもできる。The sheets used in the present invention include:
Usually, synthetic fiber woven fabrics are used, and those having a performance as a filtering material that can permeate water and gas in the cast concrete but substantially cannot permeate solids are used. In addition, a resin-coated woven fabric, or a water-impermeable or gas-impermeable sheet such as a resin film may be used.
【0013】[0013]
【実施例】以下、実施例をあげ、図面を用い説明する。
図2(a),(b) は支持枠体1を構成する主枠3と押え枠4
であり、いずれも略同等の寸法の格子状をなし、8個の
開口部2を有し、主枠3の開口部2は一辺40cmの正方形
をなしている。なお、主枠3と押え枠4には対応する位
置にシート類固定用のボルト孔5があり、型枠を組み立
てるためのセパレーター用の透孔6も穿設してある。Embodiments will be described below with reference to the drawings.
2 (a) and 2 (b) are a main frame 3 and a press frame 4 which constitute the support frame 1.
All of them have a lattice shape of substantially the same size and have eight openings 2, and the openings 2 of the main frame 3 are in the shape of a square having a side of 40 cm. It should be noted that the main frame 3 and the pressing frame 4 have bolt holes 5 for fixing sheets at corresponding positions, and through holes 6 for a separator for assembling the mold are also formed.
【0014】この主枠3と押え枠4を重ね合せ支持枠体
1を構成するとともに、その間に図3に示すごとく、シ
ート類7を挟み、ボルト孔5,5´に挿通したボルト8
を締結してシート類7を型枠1に張設固定する。なお図
において9はワッシャー、10はナットである。The main frame 3 and the pressing frame 4 are superposed on each other to form a support frame body 1, and as shown in FIG. 3, a sheet 7 is sandwiched and bolts 8 inserted into the bolt holes 5 and 5 '.
Is fastened and the sheets 7 are stretched and fixed to the formwork 1. In the figure, 9 is a washer and 10 is a nut.
【0015】この実施例では透水,透気性があり、コン
クリート中の固形分は透過しない合成繊維製の濾過性を
もったシート類7を用いた。このシート類7は、主枠3
のボルト孔5に対応する位置に設けたはとめ金具11にボ
ルト8を挿通し、主枠3および押え枠4との間にクッシ
ョン枠12を介挿し固定してある。In this embodiment, synthetic fiber sheets 7 having water permeability and air permeability and impermeable to solid content in concrete and having filterability were used. The sheets 7 are the main frame 3
A bolt 8 is inserted through a fitting 11 provided at a position corresponding to the bolt hole 5, and a cushion frame 12 is fixed between the main frame 3 and the holding frame 4.
【0016】この様に主枠3,押え枠4からなる支持枠
体1にシート類7を張設したものを型枠板となし型枠を
組立てる。図4は擁壁を施工する型枠であり、支持枠1
の主枠3側を外側面となし、端太材13を縦,横方向に沿
い添付け組立てた型枠であり、14はセパレーターであ
る。In this way, the support frame 1 composed of the main frame 3 and the pressing frame 4 with the sheets 7 stretched is assembled into a form plate and a formless form. Fig. 4 shows a formwork for constructing a retaining wall, and a support frame 1
The main frame 3 side is an outer surface, and a thick timber 13 is attached and assembled along the vertical and horizontal directions, and 14 is a separator.
【0017】型枠の組立に際し、支持枠体1を相互に接
続するには、図5に示すごとく、横方向あるいは上下方
向に接し隣合う主枠3,3に外側面から断面コ形の連結
金具15を嵌込み、連結金具15および主枠3,3の透孔16
を合せ連結ピン17を差込み固定する。In order to connect the support frames 1 to each other when assembling the form, as shown in FIG. 5, the main frames 3 and 3 which are adjacent to each other in the horizontal direction or the vertical direction and are adjacent to each other are connected to each other with a U-shaped cross section from the outer surface. Fitting the metal fitting 15, the connecting metal fitting 15 and the through hole 16 of the main frames 3 and 3
And connect and fix the connecting pin 17.
【0018】この様に組立て構成してなった型枠内に生
コンクリート等を打設すると、図5に示すごとく、モル
タルの注入圧によって開口部2を単位にしてシート類7
が膨れ、同時にモルタル中の余剰水分およびガス体がシ
ート類7を透過して排出される。When ready-mixed concrete or the like is placed in the frame thus assembled and constructed, as shown in FIG. 5, sheets 7 are formed in units of openings 2 by the injection pressure of mortar.
Swells, and at the same time, excess moisture and gas in the mortar permeate the sheets 7 and are discharged.
【0019】コンクリートの硬化をまち、支持枠体1お
よびシート類7を撤去し、図6に示すコンクリート擁壁
構造物が構築される。この構造物の表面には開口部2を
単位とする格子状をなし格子状をなし膨らんだ凹凸模様
18が形成される。また、同時に余剰水およびガス体の排
出により、水セメント比を下げ、組織の緻密化,高強度
化,気孔の低減を図ることができる。After the concrete is hardened, the support frame 1 and the sheets 7 are removed, and the concrete retaining wall structure shown in FIG. 6 is constructed. The surface of this structure has a lattice pattern with the opening 2 as a unit, and a convex and concave pattern with a lattice pattern.
18 is formed. At the same time, by discharging excess water and gas, the water-cement ratio can be lowered, and the structure can be made denser, the strength can be increased, and the porosity can be reduced.
【0020】凹凸模様をした構造物の表面に蘚苔類ある
いは草本類の植生を促進するには、コンクリート打設
後、水和反応が一定の段階に達した完全硬化前の時点
に、支持枠体に張設した濾過性があるシート類の上から
圧力水を吹き付け、表面の洗出しを行ない、骨材等が露
出した細い凹凸面を形成する。完全硬化をまって型枠と
共にシート類を撤去した後、この面に種子および肥土を
吹付ける。種子および肥土は表面の凹凸模様および洗出
された細い凹凸面によく付着し、蘚苔類による緑化が促
進される。図6において、19は植生された蘚苔類を示
す。In order to promote the vegetation of moss or herbs on the surface of the structure having an uneven pattern, after the concrete is cast, the hydration reaction reaches a certain stage and before the complete curing, the support frame is Pressured water is sprayed on the filterable sheets stretched over the surface to wash out the surface to form a fine uneven surface with exposed aggregate and the like. After completely hardening and removing the sheets together with the formwork, seeds and fertilizer are sprayed on this surface. Seeds and fertilizer adhere well to the uneven surface pattern and the washed fine uneven surface, promoting greening by moss. In FIG. 6, 19 indicates the moss that has been planted.
【0021】上記、実施例ではシート類7として濾過性
があるものを用いたが、これに限るのではない。濾過性
がない水、ガス体が不透過性の樹脂被覆織物あるいは樹
脂膜等を用いることができる。この場合は、シート類の
膨らみによる凹凸模様の形成はできるが、排水,排気あ
るいは洗出しはできない。低水セメント比のコンクリー
トを用い施工する場合等に適用し好適である。In the above embodiment, the sheet 7 having the filterability was used, but the sheet 7 is not limited to this. It is possible to use a resin-coated woven fabric or a resin membrane, which is impermeable to water and gas and has no filterability. In this case, an uneven pattern can be formed by the swelling of the sheets, but drainage, exhaust or washing cannot be performed. It is suitable to be applied when constructing using concrete with a low water cement ratio.
【0022】凹凸模様の深さ程度は使用するシート類の
伸度引張弾性率,コンクリート打設時の打設圧,支持枠
体の開口部の面積,形状等に支配されるので、これらの
条件をえらぶことにより、表面形状の設計ができる。Since the depth degree of the uneven pattern is governed by the elongation tensile modulus of the sheets to be used, the placing pressure at the time of placing concrete, the area and shape of the opening of the supporting frame, these conditions are satisfied. The surface shape can be designed by selecting.
【0023】高強度低伸度の合成繊維を用いた平織物、
あるいはこれら平織物を芯材とし表面に合成樹脂膜を積
層したシート類が好適に用いられる。A plain woven fabric using high strength and low elongation synthetic fibers,
Alternatively, sheets in which these plain fabrics are used as a core material and a synthetic resin film is laminated on the surface are preferably used.
【0024】[0024]
【作用および発明の効果】この発明は以上の通りであ
り、この施工方法および型枠は次の作用,効果を奏す
る。ACTION AND EFFECTS OF THE INVENTION The present invention is as described above, and the construction method and formwork have the following actions and effects.
【0025】 コンクリート構造物の表面に枠体開口
部単位とする造形的な凹凸模様を形成できる。A modeling uneven pattern can be formed on the surface of the concrete structure as a frame opening unit.
【0026】 織物等のシート類を型枠板の構成材と
するが、支持枠体に張設し支持されているので、擁壁,
直立構造物等の立体的構造物も精度よく施工できる。Sheets such as woven fabric are used as the components of the form plate, but since they are stretched and supported by the support frame, the retaining wall,
Three-dimensional structures such as upright structures can also be constructed accurately.
【0027】 濾過性があるシート類を用いると凹凸
模様の形成と同時に、余剰水,気泡ガス等の排出ができ
るので、コンクリート組織の緻密化,高強度化,表面気
孔の低減等が達成される。When a sheet having filterability is used, surplus water, bubble gas, etc. can be discharged at the same time as forming a concavo-convex pattern, so that densification of concrete structure, high strength, reduction of surface pores, etc. are achieved. .
【0028】 洗出しをした凹凸模様をなした構造物
の表面は、蘚苔類の種子、肥土が付着し易く、かつ水分
の保持性がよく、植生を促進し緑化を図り、周囲の自然
景観とよくマッチせしめることができる。[0028] The surface of the washed-out uneven structure is easily adhered with moss seeds and fertilizer and has a good water retention property, promoting vegetation and greening, and the surrounding natural landscape. Can be matched well.
【0029】 型枠が軽量となり、取扱い施工法が向
上し、かつ経済的にも優れる。The formwork becomes light in weight, the handling construction method is improved, and it is economically excellent.
【0030】 型枠は撤去するので、繰返し使用でき
る。Since the formwork is removed, it can be used repeatedly.
【図1】(a),(b),(c) はそれぞれ支持枠体の態様例を示
す説明図である。FIG. 1 (a), (b), (c) is an explanatory view showing an example of a support frame body.
【図2】(a),(b) は支持枠体を構成する主枠および押え
枠の平面図である。2 (a) and 2 (b) are plan views of a main frame and a press frame that form a support frame.
【図3】主枠および押え枠との間にシート類を挟み、支
持和体を構成する状態を示す側面図である。FIG. 3 is a side view showing a state where sheets are sandwiched between a main frame and a press frame to form a supporting union.
【図4】シート類を張設した支持枠体を用い組立てた擁
壁用の型枠の側面図である。FIG. 4 is a side view of a retaining wall formwork assembled by using a support frame body in which sheets are stretched.
【図5】支持枠体を相互に連結した型枠の要部の拡大断
面図である。FIG. 5 is an enlarged cross-sectional view of a main part of a formwork in which support frames are connected to each other.
【図6】この施工法で構築した擁壁の正面図である。FIG. 6 is a front view of a retaining wall constructed by this construction method.
1…支持枠体、2…開口部、3…主枠、4…押え枠、5
…ボルト孔、6…透孔、7…シート類、8…ボルト、9
…ワッシャー、10…ナット、11…はとめ金具、12…クッ
ション材、13…端太材、14…セパレーター、15…連結金
具、16…透孔、17…連結ピン、18…凹凸模様、19…蘚苔
類。DESCRIPTION OF SYMBOLS 1 ... Support frame, 2 ... Opening part, 3 ... Main frame, 4 ... Holding frame, 5
... bolt holes, 6 ... through holes, 7 ... sheets, 8 ... bolts, 9
… Washers, 10… Nuts, 11… Fasteners, 12… Cushion materials, 13… Thick materials, 14… Separator, 15… Connecting fittings, 16… Through holes, 17… Connecting pins, 18… Irregular patterns, 19… Moss.
Claims (4)
型枠を撤去するコンクリート構造物の施工方法におい
て、多数の開口部がある支持枠体にシート類を張設し型
枠板となして型枠を組立て、コンクリートの打設圧によ
るシート類の膨れに起因する凹凸模様をコンクリート構
造物表面に形成することを特徴とするコンクリート構造
物の施工方法。1. A method for constructing a concrete structure in which concrete is poured into a formwork and the formwork is removed after hardening, and sheets are stretched on a supporting frame body having a large number of openings to form a formwork plate. A method for constructing a concrete structure, comprising assembling a formwork, and forming a concavo-convex pattern on the surface of the concrete structure due to the swelling of sheets due to the pouring pressure of concrete.
ス体は透過し、固形分は実質的に透過しない濾過性があ
るシート類を張設することを特徴とする請求項1記載の
コンクリート構造物の施工方法。2. The concrete structure according to claim 1, wherein sheets and the like having a filterability are stretched so that water and gas in the cast concrete are permeable and solids are not substantially permeable. Construction method.
その面に蘚苔類あるいは草本類の種子および肥土を吹き
付け植生を促進することを特徴とする、請求項1記載の
コンクリート構造物の施工方法。3. A surface having an uneven pattern is washed out,
The method for constructing a concrete structure according to claim 1, wherein the surface is sprayed with moss or herbaceous seeds and fertilizing soil to promote vegetation.
物を施工する型枠において、該型枠は多数の開口部があ
る支持枠体に打設コンクリート中の水分およびガス体は
透過するが、固形分は実質的に透過しない濾過性がある
シート類を張設してなる型枠板を用い構成してなること
を特徴とするコンクリート構造物の施工型枠。4. A formwork for casting concrete to construct a concrete structure, wherein the formwork allows water and gas in the cast concrete to permeate through a support frame having a large number of openings, but solids content. Is a construction formwork for a concrete structure, characterized in that it is constructed by using a formwork plate formed by stretching sheets that are substantially impermeable to each other and have filterability.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6055839A JP2622496B2 (en) | 1994-03-25 | 1994-03-25 | Method of constructing surface greening concrete structure and formwork plate used therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6055839A JP2622496B2 (en) | 1994-03-25 | 1994-03-25 | Method of constructing surface greening concrete structure and formwork plate used therefor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07259331A true JPH07259331A (en) | 1995-10-09 |
JP2622496B2 JP2622496B2 (en) | 1997-06-18 |
Family
ID=13010174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6055839A Expired - Fee Related JP2622496B2 (en) | 1994-03-25 | 1994-03-25 | Method of constructing surface greening concrete structure and formwork plate used therefor |
Country Status (1)
Country | Link |
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JP (1) | JP2622496B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010265613A (en) * | 2009-05-12 | 2010-11-25 | Nishizaki Precast:Kk | Plain concrete wall surface structure with surface undulation, and method for constructing the same |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5372304A (en) * | 1976-12-09 | 1978-06-27 | Chichibu Cement Kk | Method of planting trees on hardened concrete* and treeeplanted hardened concrete |
JPS56167162U (en) * | 1981-04-22 | 1981-12-10 | ||
JPS6381146U (en) * | 1986-11-17 | 1988-05-28 |
-
1994
- 1994-03-25 JP JP6055839A patent/JP2622496B2/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5372304A (en) * | 1976-12-09 | 1978-06-27 | Chichibu Cement Kk | Method of planting trees on hardened concrete* and treeeplanted hardened concrete |
JPS56167162U (en) * | 1981-04-22 | 1981-12-10 | ||
JPS6381146U (en) * | 1986-11-17 | 1988-05-28 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010265613A (en) * | 2009-05-12 | 2010-11-25 | Nishizaki Precast:Kk | Plain concrete wall surface structure with surface undulation, and method for constructing the same |
Also Published As
Publication number | Publication date |
---|---|
JP2622496B2 (en) | 1997-06-18 |
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