JP3523933B2 - Construction method of rough concrete surface - Google Patents
Construction method of rough concrete surfaceInfo
- Publication number
- JP3523933B2 JP3523933B2 JP11113795A JP11113795A JP3523933B2 JP 3523933 B2 JP3523933 B2 JP 3523933B2 JP 11113795 A JP11113795 A JP 11113795A JP 11113795 A JP11113795 A JP 11113795A JP 3523933 B2 JP3523933 B2 JP 3523933B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete surface
- parts
- coating material
- weight
- finishing
- 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 - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims description 44
- 238000010276 construction Methods 0.000 title claims description 28
- 239000000463 material Substances 0.000 claims description 48
- 239000011248 coating agent Substances 0.000 claims description 38
- 238000000576 coating method Methods 0.000 claims description 38
- 239000000839 emulsion Substances 0.000 claims description 23
- 238000000034 method Methods 0.000 claims description 21
- 230000008569 process Effects 0.000 claims description 14
- 229920003002 synthetic resin Polymers 0.000 claims description 10
- 239000000057 synthetic resin Substances 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 239000000843 powder Substances 0.000 claims description 9
- 230000007547 defect Effects 0.000 claims description 8
- 239000011433 polymer cement mortar Substances 0.000 claims description 8
- 239000007787 solid Substances 0.000 claims description 8
- 239000000049 pigment Substances 0.000 claims description 7
- 239000011230 binding agent Substances 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 5
- 239000000654 additive Substances 0.000 claims description 3
- 239000011178 precast concrete Substances 0.000 claims description 3
- 238000010409 ironing Methods 0.000 claims description 2
- 239000004568 cement Substances 0.000 description 14
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 13
- 230000008439 repair process Effects 0.000 description 10
- 229920005989 resin Polymers 0.000 description 10
- 239000011347 resin Substances 0.000 description 10
- 239000004575 stone Substances 0.000 description 8
- 230000003750 conditioning effect Effects 0.000 description 7
- 239000004576 sand Substances 0.000 description 7
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 6
- 230000002950 deficient Effects 0.000 description 4
- 238000001035 drying Methods 0.000 description 4
- 239000002562 thickening agent Substances 0.000 description 4
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 3
- 229910000019 calcium carbonate Inorganic materials 0.000 description 3
- 239000002270 dispersing agent Substances 0.000 description 3
- 238000006253 efflorescence Methods 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 206010037844 rash Diseases 0.000 description 3
- 239000000377 silicon dioxide Substances 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- OGIDPMRJRNCKJF-UHFFFAOYSA-N titanium oxide Inorganic materials [Ti]=O OGIDPMRJRNCKJF-UHFFFAOYSA-N 0.000 description 3
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 2
- 244000046052 Phaseolus vulgaris Species 0.000 description 2
- TZCXTZWJZNENPQ-UHFFFAOYSA-L barium sulfate Chemical compound [Ba+2].[O-]S([O-])(=O)=O TZCXTZWJZNENPQ-UHFFFAOYSA-L 0.000 description 2
- FFBHFFJDDLITSX-UHFFFAOYSA-N benzyl N-[2-hydroxy-4-(3-oxomorpholin-4-yl)phenyl]carbamate Chemical compound OC1=C(NC(=O)OCC2=CC=CC=C2)C=CC(=C1)N1CCOCC1=O FFBHFFJDDLITSX-UHFFFAOYSA-N 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 238000004040 coloring Methods 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000005002 finish coating Substances 0.000 description 2
- 238000007730 finishing process Methods 0.000 description 2
- WTFXARWRTYJXII-UHFFFAOYSA-N iron(2+);iron(3+);oxygen(2-) Chemical compound [O-2].[O-2].[O-2].[O-2].[Fe+2].[Fe+3].[Fe+3] WTFXARWRTYJXII-UHFFFAOYSA-N 0.000 description 2
- SZVJSHCCFOBDDC-UHFFFAOYSA-N iron(II,III) oxide Inorganic materials O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 description 2
- 229920000609 methyl cellulose Polymers 0.000 description 2
- 239000001923 methylcellulose Substances 0.000 description 2
- 235000010981 methylcellulose Nutrition 0.000 description 2
- 229910001562 pearlite Inorganic materials 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- OEPOKWHJYJXUGD-UHFFFAOYSA-N 2-(3-phenylmethoxyphenyl)-1,3-thiazole-4-carbaldehyde Chemical compound O=CC1=CSC(C=2C=C(OCC=3C=CC=CC=3)C=CC=2)=N1 OEPOKWHJYJXUGD-UHFFFAOYSA-N 0.000 description 1
- NQBXSWAWVZHKBZ-UHFFFAOYSA-N 2-butoxyethyl acetate Chemical compound CCCCOCCOC(C)=O NQBXSWAWVZHKBZ-UHFFFAOYSA-N 0.000 description 1
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000005995 Aluminium silicate Substances 0.000 description 1
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 1
- 241000545744 Hirudinea Species 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 229910000004 White lead Inorganic materials 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 235000012211 aluminium silicate Nutrition 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- IRERQBUNZFJFGC-UHFFFAOYSA-L azure blue Chemical compound [Na+].[Na+].[Na+].[Na+].[Na+].[Na+].[Na+].[Na+].[Al+3].[Al+3].[Al+3].[Al+3].[Al+3].[Al+3].[S-]S[S-].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-] IRERQBUNZFJFGC-UHFFFAOYSA-L 0.000 description 1
- 239000001030 cadmium pigment Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- QDOXWKRWXJOMAK-UHFFFAOYSA-N dichromium trioxide Chemical compound O=[Cr]O[Cr]=O QDOXWKRWXJOMAK-UHFFFAOYSA-N 0.000 description 1
- 235000014113 dietary fatty acids Nutrition 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 239000000194 fatty acid Substances 0.000 description 1
- 229930195729 fatty acid Natural products 0.000 description 1
- 150000004665 fatty acids Chemical class 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000010445 mica Substances 0.000 description 1
- 229910052618 mica group Inorganic materials 0.000 description 1
- 239000005332 obsidian Substances 0.000 description 1
- 239000012860 organic pigment Substances 0.000 description 1
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000007788 roughening Methods 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 229920002050 silicone resin Polymers 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 229920006174 synthetic rubber latex Polymers 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 1
- 235000013799 ultramarine blue Nutrition 0.000 description 1
- 229920006163 vinyl copolymer Polymers 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 239000000080 wetting agent Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- NDKWCCLKSWNDBG-UHFFFAOYSA-N zinc;dioxido(dioxo)chromium Chemical compound [Zn+2].[O-][Cr]([O-])(=O)=O NDKWCCLKSWNDBG-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Finishing Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、従来は4工程をかけて
行っていた粗コンクリート面に対する施工を3工程で行
うことができるようにした粗コンクリート面の施工方法
に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a rough concrete surface, which is capable of performing a construction on a rough concrete surface which has conventionally been performed in four steps in three steps.
【0002】[0002]
【従来の技術】建造物のコンクリート打ち放し面は、型
枠自体や型枠設置時の精度(目違い、歪み、打ち継ぎ段
差)に起因して、段差や不陸を生じたり、コンクリート
を充分に流し込むことのできなかった個所に豆板状の凹
凸ができたりするなど、比較的大きな欠陥部分を生ずる
ことを免かれない。またコンクリート打ち放し面、AL
Cパネル面、コンクリートブロック面、プレキャストコ
ンクリート面などには、気泡穴やピンホールも数多く発
生することを免かれない。2. Description of the Related Art The exposed concrete surface of a building has a step or unevenness due to the accuracy of the form itself or the form installation (misalignment, distortion, step difference), and the concrete is sufficiently exposed. It is unavoidable that a relatively large defect such as a bean board-like unevenness is formed at a place that could not be poured. Also exposed concrete surface, AL
Many air bubble holes and pinholes are unavoidable on the C panel surface, concrete block surface, and precast concrete surface.
【0003】このような状態では、化粧のためにその粗
コンクリート面に建築用仕上塗材を直接塗り付けても、
美観のあるものを得ることはできない。そこで仕上げに
先立ち、まず目立つ欠陥個所を部分補修し、ついで粗コ
ンクリート面を平坦化し、さらには目どめを施しておく
ことが必要である。In such a state, even if a roughening concrete surface is directly coated with a building finish coating material for makeup,
You can't get an aesthetic one. Therefore, prior to finishing, it is necessary to partially repair conspicuous defects, then to flatten the rough concrete surface, and then to perform grading.
【0004】すなわち、まず、段差や不陸のある部分あ
るいは豆板状の凹凸の部分などの比較的大きな欠陥個所
については、セメントに、砂、パーライト、ヒル石等の
骨材と、セメント混和用ポリマーディスパージョン、再
乳化型粉末樹脂、増粘剤等の混和液を混入し、モルタル
状にしたポリマーセメントモルタルを用いて、上記の欠
陥個所が平坦になるように部分補修を行う。That is, first, for a relatively large defect such as a step or uneven portion or a plywood-like uneven portion, the cement is mixed with an aggregate such as sand, pearlite, leeche stone, and a polymer for admixing the cement. A mixture of a dispersion, a re-emulsifying powder resin, a thickener, and the like is mixed, and a mortar-like polymer cement mortar is used to perform partial repair so that the above-mentioned defects are flat.
【0005】ついで、粗コンクリート面に数多く発生し
ている穴やピンホールを閉塞する意味も含めて、対象面
を平坦化するために、JIS A 6916の各規定に
合格するセメント系下地調整塗材またはそれに相当する
セメントフィラーを、コテ、ヘラなどを用いて下地の状
況に応じて厚さ1〜3mm程度に全面に1〜2回平坦に塗
り付けた後、夏期で1週間程度、冬期では2週間以上放
置して養生する。Then, in order to flatten the target surface, including the meaning of closing many holes and pinholes generated on the rough concrete surface, a cement-based base conditioning coating material that passes each regulation of JIS A 6916. Or, apply a cement filler equivalent to it on the entire surface 1-2 times with a trowel or spatula to a thickness of 1 to 3 mm depending on the condition of the substrate, and then apply it for about a week in summer and 2 in winter. Let stand for more than a week to cure.
【0006】次に、セメント系下地調整塗材塗り付け面
からのエフロレッセンスを防止するため、あるいは仕上
形状の種類に応じ、樹脂系のシーラーまたは下塗材を塗
布する。Next, in order to prevent efflorescence from the coated surface of the cement-based base conditioning coating material, or depending on the type of finish shape, a resin-based sealer or undercoat material is applied.
【0007】そしてこのようにして下地を調整した後、
その上に、JIS A 6909、JIS A 691
0、JIS A 6915、JIS A 6917など
に規定されている建築用仕上塗材を塗り付ける。After adjusting the ground in this way,
On top of that, JIS A 6909, JIS A 691
No. 0, JIS A 6915, JIS A 6917, etc. are applied on the building finish coating material.
【0008】結局、従来においては、コンクリート打ち
放し面などの粗コンクリート面の最終仕上げまでには、
次の4工程をこの順に行うことが必要であった。
(工程1)打ち放しコンクリート面の段差や凹凸などの
欠陥部分をポリマーセメントモルタルで部分補修をする
工程。
(工程2)工程1終了後、セメント系下地調整塗材ある
いはそれに相当するセメントフィラーで全面に平坦に塗
り付ける工程。
(工程3)仕上形状の目的にかなうように樹脂系シーラ
ーまたは下塗材の塗布を行う工程。
(工程4)建築用仕上塗材の施工を行う工程。After all, conventionally, until the final finishing of the rough concrete surface such as the exposed concrete surface,
It was necessary to perform the next four steps in this order. (Step 1) A step of partially repairing defective portions such as steps and irregularities on the exposed concrete surface with polymer cement mortar. (Step 2) A step of applying the cement-based base conditioning coating material or a cement filler corresponding thereto after the step 1 evenly over the entire surface. (Step 3) A step of applying a resin-based sealer or an undercoat material so as to meet the purpose of the finished shape. (Step 4) A step of applying a finishing coating material for construction.
【0009】[0009]
【発明が解決しようとする課題】上述のように、従来
は、コンクリート打ち放し面などの粗コンクリート面の
施工のために上記の工程1〜4の4工程を実施すること
が必要であった。そしてこの業界においては、セメント
系塗材を施工する工程1〜2が左官業種、樹脂系塗料を
施工する工程3〜4が塗装業種に区分されているので、
それに対応して、工程1〜2は左官業者、工程3〜4は
塗装業者が施工を担当することになる。As described above, conventionally, it was necessary to carry out the above-mentioned four steps 1 to 4 for the construction of a rough concrete surface such as a concrete exposed surface. In this industry, steps 1 and 2 for applying cement-based coating materials are classified as plastering industries, and steps 3 and 4 for applying resin-based coating materials are classified as coating industries.
Correspondingly, the plasterers will be in charge of the steps 1 and 2, and the painter will be in charge of the steps 3 to 4.
【0010】しかしながら、現在においては人件費の高
騰によりトータル施工コストに占める人件費の割合が極
めて大きいため、原料費の削減や各工程の効率化だけで
は施工コストの削減はほとんど不可能であるばかりか、
コスト増を防ぐことすら困難な状況にある。[0010] However, since the ratio of personnel expenses as a percentage of total construction cost by the sharp rise in labor costs in the current is very large, only the efficiency of raw material cost reduction and each step is just the reduction of the construction cost is almost impossible Or
It is difficult to prevent the cost increase.
【0011】施工コストを削減するためには、抜本的に
施工工程数そのものを減ずることが必要である。上記の
工程1〜4のうち工程1と工程4とは必須の工程である
が、工程2および3は工程4のための準備工程であるの
で、それらの準備工程に改良の鍵があると考えられる。
ところが工程2および3を設ける方法は従来より確立し
た施工方法であるため、そこに焦点をあてて施工工程数
を削減するような試み自体がなされていなかったか、た
とえ試みがあったとしても成功はしていなかったものと
信じられる。In order to reduce the construction cost, it is necessary to drastically reduce the number of construction steps. Of the above steps 1 to 4, steps 1 and 4 are indispensable steps, but steps 2 and 3 are preparatory steps for step 4, so it is considered that those preparatory steps have the key to improvement. To be
However, since the method of providing steps 2 and 3 is a conventionally established construction method, no attempt has been made to reduce the number of construction steps by focusing on it, or even if there is an attempt, success will not be achieved. It is believed that they didn't.
【0012】本発明は、このような背景下において、コ
ンクリート打ち放し面などの粗コンクリート面の補修か
ら最終仕上げに至るまでの工程数を削減することがで
き、さらには仕上げ工程にとりかかる前の養生期間も省
略することができ、従って工期の短縮および施工コスト
の大幅な減少を図ることのできる粗コンクリート面の施
工方法を提供することを目的とするものである。Under the circumstances, the present invention can reduce the number of steps from the repair of a rough concrete surface such as a concrete exposed surface to the final finishing, and further, a curing period before starting the finishing step. Therefore, it is an object of the present invention to provide a method for constructing a rough concrete surface which can shorten the construction period and greatly reduce the construction cost.
【0013】[0013]
【課題を解決するための手段】本発明の粗コンクリート
面の施工方法は、下地としての粗コンクリート面の段
差、不陸、豆板状の凹凸などのうち次工程Bの施工に支
障を与えるような目立つ欠陥部分をポリマーセメントモ
ルタルで部分補修する補修工程A、前工程Aで補修した
コンクリート面の全面にパテ状のシーラーレス下地調整
塗材をコテまたはヘラ塗りして平坦化する平坦化工程
B、前工程Bで平坦化した面の全面に仕上材を塗布する
仕上げ工程Cをこの順に実施すること、および、前記工
程Bにおけるパテ状のシーラーレス下地調整塗材が、結
合材として合成樹脂エマルジョンを使用した非セメント
系の塗材であって、その塗材の全量を100重量部とす
るとき、合成樹脂エマルジョン3〜25重量部(固形分
として)、無機質粉体20〜70重 量部、水5〜40重
量部、平均粒度 0.01 〜3 mm の骨材5〜60重量部、着色
顔料の適量、およびその他の添加剤の適量よりなる組成
を有するものであること、を特徴とする粗コンクリート
面の施工方法。According to the method for constructing a rough concrete surface of the present invention, there is a problem that the construction of the next step B is disturbed among steps such as a step on the rough concrete surface as a base, unevenness, and pea board-like irregularities. Repair process A for partially repairing conspicuous defective parts with polymer cement mortar, flattening process B for flattening the entire concrete surface repaired in the previous process A with a trowel or spatula-like ironing or spatula coating, Carrying out a finishing step C of applying a finishing material to the entire surface flattened in the preceding step B in this order , and
The putty-like sealerless undercoat adjustment coating material in step B
Non-cement using synthetic resin emulsion as a mixture
System coating material, the total amount of the coating material is 100 parts by weight
3 to 25 parts by weight of synthetic resin emulsion (solid content
As), 20-70 by weight parts inorganic powder, 5 to 40-fold water
Parts, 5 to 60 parts by weight of aggregate with an average particle size of 0.01 to 3 mm , coloring
Composition consisting of proper amount of pigment and proper amount of other additives
A method for constructing a rough concrete surface, characterized by having .
【0014】以下本発明を詳細に説明する。The present invention will be described in detail below.
【0015】本発明の施工方法は、以下に詳述するよう
に、補修工程A、平坦化工程B、仕上げ工程Cの3つの
工程よりなる。先に述べた従来の工程1〜4と対比する
と、補修工程Aは従来の工程1と同じであり、仕上げ工
程Cは従来の工程4と同じである。そして平坦化工程B
が、従来の工程2および工程3を統合して1工程とした
ものに相当する。The construction method of the present invention comprises three steps, a repair step A, a flattening step B, and a finishing step C, as will be described in detail below. In contrast to the conventional processes 1 to 4 described above, the repair process A is the same as the conventional process 1, and the finishing process C is the same as the conventional process 4. And the flattening step B
Corresponds to the one in which the conventional process 2 and process 3 are integrated.
【0016】対象とする粗コンクリート面としては、打
ち放しコンクリート面、ALCパネル面、コンクリート
ブロック面、プレキャストコンクリート面などがあげら
れ、特に打ち放しコンクリート面が重要である。Examples of the target rough concrete surface include exposed concrete surface, ALC panel surface, concrete block surface, precast concrete surface and the like, and exposed concrete surface is particularly important.
【0017】補修工程Aは、下地としての粗コンクリー
ト面の段差、不陸、豆板状の凹凸などのうち次工程Bの
施工に支障を与えるような目立つ欠陥部分をポリマーセ
メントモルタルで部分補修する工程である。この補修工
程Aは、先に述べた従来の工程1と特に変わるところが
ない。The repairing step A is a step of partially repairing, with a polymer cement mortar, a conspicuous defect portion that hinders the construction of the next step B among steps, irregularities, beanboard-like irregularities of the rough concrete surface as a base. Is. The repair process A is not different from the conventional process 1 described above.
【0018】すなわち、打ち放しコンクリート面などの
粗コンクリート面には、型枠自体や型枠設置時の精度
(目違い、歪み、打ち継ぎ段差)に起因して段差や不陸
を生じたり、コンクリートを充分に流し込むことができ
なかった個所に豆板状の凹凸ができたりするが、そのよ
うな欠陥が凹凸の差でたとえば約 0.5mm以上もあるよう
な場合は、次工程Bの施工に支障を与えるので、その欠
陥を予めポリマーセメントモルタルで補修しておく必要
がある。That is, on a rough concrete surface such as an exposed concrete surface, a step or unevenness may occur due to the form itself or the precision (misalignment, distortion, step difference) at the time of installing the form, or concrete may be removed. A plaque-like unevenness is formed at a place where it could not be poured sufficiently, but if such a defect is, for example, about 0.5 mm or more due to the difference in unevenness, it interferes with the construction of the next step B. Therefore, it is necessary to repair the defect with polymer cement mortar in advance.
【0019】平坦化工程Bは、前工程Aで補修したコン
クリート面の全面にパテ状のシーラーレス下地調整塗材
をコテまたはヘラ塗りして平坦化する工程である。The flattening step B is a step of flattening the entire concrete surface repaired in the previous step A with a trowel or spatula-like coating of a putty-like sealerless base adjusting coating material.
【0020】ここでパテ状のシーラーレス下地調整塗材
としては、本発明にあっては、結合材として合成樹脂エ
マルジョンを使用した非セメント系の塗材を用いる。さ
らに本発明においては、そのようなシーラーレス下地調
整塗材として、その塗材の全量を100重量部とすると
き、合成樹脂エマルジョン3〜25重量部(固形分とし
て)に対して、無機質粉体20〜70重量部、水5〜4
0重量部、平均粒度0.01〜3mmの骨材5〜60重量部、
着色顔料の適量(仕上材の色調に適した種類および
量)、およびその他の添加剤(増粘剤、分散剤、湿潤
剤、造膜剤、造膜助剤、消泡剤、防腐剤等)の適量より
なる組成を有するものを用いる。 In the present invention, a non-cement-based coating material using a synthetic resin emulsion as a binder is used as the putty-like sealerless undercoating coating material . It
In addition, in the present invention, as such a sealerless undercoat adjusting coating material , when the total amount of the coating material is 100 parts by weight, 3 to 25 parts by weight (as a solid content) of the synthetic resin emulsion is an inorganic powder. Body 20-70 parts by weight, water 5-4
0 parts by weight, 5-60 parts by weight of aggregate having an average particle size of 0.01-3 mm,
Appropriate amount of color pigment (type and amount suitable for the color tone of finishing material), and other additives (thickener, dispersant, wetting agent, film-forming agent, film-forming auxiliary, antifoaming agent, preservative, etc.) A composition having an appropriate amount of is used.
【0021】ここで合成樹脂エマルジョンとしては、ア
クリル系樹脂エマルジョン、アクリル−スチレン共重合
体系エマルジョン、アクリル−シリコーン系樹脂エマル
ジョン、酢酸ビニル系樹脂エマルジョン、酢酸ビニル−
飽和分岐脂肪酸ビニル共重合体系エマルジョン、エチレ
ン−酢酸ビニル共重合体系エマルジョン、塩化ビニル系
樹脂エマルジョン、塩化ビニリデン系樹脂エマルジョ
ン、エポキシ系樹脂エマルジョン、ウレタン系樹脂エマ
ルジョン、合成ゴム系ラテックスや、それらの混合エマ
ルジョンをはじめとする種々のエマルジョン(ラテック
スを含む)があげられる。合成樹脂エマルジョンの固形
分は30〜60重量%程度とすることが多い。Here, as the synthetic resin emulsion, acrylic resin emulsion, acrylic-styrene copolymer emulsion, acrylic-silicone resin emulsion, vinyl acetate resin emulsion, vinyl acetate-
Saturated branched fatty acid vinyl copolymer emulsion, ethylene-vinyl acetate copolymer emulsion, vinyl chloride resin emulsion, vinylidene chloride resin emulsion, epoxy resin emulsion, urethane resin emulsion, synthetic rubber latex, and mixed emulsions thereof. And various emulsions (including latex). The solid content of the synthetic resin emulsion is often about 30 to 60% by weight.
【0022】無機質粉体としては、炭酸カルシウム、硅
石粉、タルク、カオリンクレー、マイカ粉、硫酸バリウ
ムをはじめとする多種のものがあげられる。着色顔料と
しては、酸化チタン、ベンガラ、亜鉛黄、黄酸化鉄、黒
酸化鉄、黄鉛、鉛丹、鉛白、カドミウム系顔料、群青、
紺青、亜鉛緑、クロム鉛、酸化クロム、カーボンブラッ
ク、各種有機系顔料をはじめとする多種のものがあげら
れる。骨材としては、硅砂、硅石砕粒、寒水石砂、パー
ライト、ヒル石、黒曜石、松肪岩、多孔質骨材、川砂を
はじめとする粒度0.01〜3mmの多種のものがあげられ
る。Examples of the inorganic powder include various kinds such as calcium carbonate, silica powder, talc, kaolin clay, mica powder and barium sulfate. Coloring pigments include titanium oxide, red iron oxide, zinc yellow, yellow iron oxide, black iron oxide, yellow lead, red lead, white lead, cadmium pigment, ultramarine blue,
There are various types such as dark blue, zinc green, chrome lead, chrome oxide, carbon black and various organic pigments. Examples of the aggregate include silica sand, crushed silica stone, cold water stone sand, pearlite, hil stone, obsidian, pine fatty rock, porous aggregate, river sand, and various other materials having a grain size of 0.01 to 3 mm.
【0023】このような割合で混合されたシーラーレス
下地調整塗材は、従来のセメント系下地調整塗材と同
様、コテまたはヘラ塗りすることができ、下地の気泡穴
やピンホール、および下地面になお残存する不陸や凹凸
を平坦にすることができる。The sealer-less primer adjusting coating material mixed in such a ratio can be applied with a trowel or spatula like the conventional cement-based primer adjusting coating material. The remaining unevenness and unevenness can be made flat.
【0024】このシーラーレス下地調整塗材が先に述べ
た従来の工程2で用いられているセメント系下地調整塗
材と異なる点は、結合材として合成樹脂エマルジョンを
使用するため、セメントによるエフロレッセンスが発生
しない点である。なお従来の工程3で使用されているも
のは樹脂系シーラーまたは樹脂系フィラーと呼ばれるも
のであって、これらはいずれも液状のものでありローラ
ーまたはスプレーで塗布されるが、塗膜の厚みが薄いた
め、従来の工程2を省略してコンクリート面に直接塗布
した場合、気泡穴やピンホールが存在しあるいは不陸や
凹凸が残存する下地面を平坦化することができない。The difference between this sealer-less base conditioning coating material and the cement-based base conditioning coating material used in the above-mentioned conventional process 2 is that since a synthetic resin emulsion is used as the binder, the efflorescence of cement is used. Is a point that does not occur. The one used in the conventional process 3 is called a resin-based sealer or a resin-based filler, both of which are liquid and are applied by a roller or spray, but the thickness of the coating film is thin. Therefore, when the conventional step 2 is omitted and the surface is directly applied to the concrete surface, it is not possible to flatten the base surface in which bubble holes or pinholes exist or in which unevenness or unevenness remains.
【0025】また上記のシーラーレス下地調整塗材は、
顔料を用いて仕上材と同色に調色できるため、下地を隠
蔽することができ、下塗材としての効果がある。加えて
速乾性でかつ付着力が大きいため、次の工程で合成樹脂
を結合材とした多様の仕上材を容易に施工することがで
きる。Further, the above-mentioned sealerless base adjustment coating material is
Since the color can be adjusted to the same color as that of the finishing material by using a pigment, the base can be concealed and it is effective as an undercoat material. In addition, since it is quick-drying and has a large adhesive force, various finishing materials using a synthetic resin as a binder can be easily applied in the next step.
【0026】仕上げ工程Cは、前工程Bで平坦化した面
の全面に仕上材を塗布する工程である。この仕上げ工程
Cは、従来の工程4と特に変わるところがない。The finishing step C is a step of applying a finishing material to the entire surface flattened in the previous step B. This finishing process C is not different from the conventional process 4.
【0027】[0027]
【作用】平坦化工程Bで用いるシーラーレス下地調整塗
材は、下地の気泡穴やピンホールおよび不陸や凹凸の残
存している下地面を平坦にすることができ、またセメン
トを用いていないのでエフロレッセンスが発生するおそ
れはなく、さらには仕上材と同色に調色できるため下地
を隠蔽することができ、しかも付着力が大きい。このよ
うに平坦化工程Bで用いるシーラーレス下地調整塗材
は、従来の工程2および工程3で用いている下塗材およ
び樹脂系シーラーの双方の性能を有しているので、この
平坦化工程Bのみで従来の工程2および工程3を兼ねる
ことができる。The sealerless undercoat adjusting coating material used in the flattening step B is capable of flattening the underlying air holes and pinholes and the underlying surface on which unevenness and unevenness remain, and does not use cement. Therefore, efflorescence does not occur, and since the same color as that of the finishing material can be adjusted, the base can be concealed and the adhesion is large. As described above, the sealer-less undercoat adjusting coating material used in the flattening step B has the performances of both the undercoating material and the resin-based sealer used in the conventional steps 2 and 3, so that the flattening step B It is possible to perform both the conventional process 2 and the conventional process 3 only.
【0028】加えて従来の方法にあっては、工程2の施
工ののち工程3に移る前に、夏期で1週間程度、冬期で
2週間以上の養生期間を必要とするが(工程3から工程
4に移るときは2,3日)、本発明の平坦化工程Bにあ
っては工程2と工程3とを兼ねているにもかかわらず速
乾性であるので、2,3日で次の最終の仕上げ工程Cに
移ることができ、工期の大幅な短縮が図られる。In addition, in the conventional method, a curing period of about one week in summer and two weeks or more in winter is required after the construction of step 2 and before proceeding to step 3 (from step 3 to step In the flattening step B of the present invention, since it is quick-drying even though it has both steps 2 and 3, it takes 2 to 3 days for the next final step. It is possible to move to the finishing step C, and the construction period can be greatly shortened.
【0029】[0029]
【実施例】次に実施例をあげて本発明をさらに説明す
る。以下「部」とあるのは重量部である。EXAMPLES The present invention will be further described with reference to examples. Hereinafter, “parts” means parts by weight.
【0030】実施例1
(補修工程A)
打ち放しコンクリート面の段差や豆板状の凹凸などの欠
陥部分のうち、凹凸の差が約 0.5mm以上あるような部分
を、JIS A 6916の品質規格に適合したポリマ
ーセメントモルタルで部分補修した。Example 1 (Repair Process A) Among defective parts such as steps on the exposed concrete surface and unevenness of beanboard, those parts having a difference of unevenness of about 0.5 mm or more conform to the quality standard of JIS A 6916. It was partially repaired with the polymer cement mortar.
【0031】(平坦化工程B)
上記で補修したコンクリート面の全面に、パテ状のシー
ラーレス下地調整塗材を約1mmの厚みでコテ塗りまたは
ヘラ塗りして平坦化した。(Planarizing Step B) A putty-like sealerless undercoat adjusting coating material having a thickness of about 1 mm was troweled or spatula-coated on the entire surface of the concrete surface repaired as described above to be planarized.
【0032】ここでパテ状のシーラーレス下地調整塗材
としては、結合材としての固形分50%のアクリル系エ
マルジョン23部(固形分として11.5部)に、無機質粉
体としての炭酸カルシウム17.4部、クレー10部、着色
顔料としての酸化チタン2部、増粘剤としてのメチルセ
ルロース 0.3部、分散剤 0.4部、造膜助剤としてのブチ
ルセロソルブアセテート 0.5部、および水10.4部を加え
てペースト状に混練し、さらに骨材として平均粒度 0.5
mmの寒水石砂16部と平均粒度 0.1mmの寒水石砂20部
を加えてよく混練したものを用いた。As the putty-like sealerless undercoat adjusting coating material, 23 parts of an acrylic emulsion having a solid content of 50% as a binder (11.5 parts as a solid content), 17.4 parts of calcium carbonate as an inorganic powder, 10 parts of clay, 2 parts of titanium oxide as a color pigment, 0.3 parts of methyl cellulose as a thickening agent, 0.4 parts of a dispersant, 0.5 parts of butyl cellosolve acetate as a film-forming aid, and 10.4 parts of water were added and kneaded into a paste. Average particle size of 0.5 as aggregate
16 parts of cold water stone sand having a diameter of 0.1 mm and 20 parts of cold water stone having a mean particle size of 0.1 mm were added and well kneaded.
【0033】(仕上げ工程C)
上記のようにしてシーラーレス下地調整塗材を施工し、
乾燥した後、平坦化した面の全面にJIS A 690
9の各規定に合格した建築用仕上材を約2kg/m2 の塗り
付け量でスプレー塗布またはローラー塗りした。(Finishing Step C) The sealerless base conditioning coating material is applied as described above,
After drying, JIS A 690 is applied to the entire flattened surface.
The architectural finishing material which passed each rule of 9 was spray-coated or roller-coated at a coating amount of about 2 kg / m 2 .
【0034】(仕上がり状態、施工期間)
上述の3工程を行うことにより、打ち放しコンクリート
面の施工が完了した。仕上がり状態は極めて好ましいも
のであった。また工程BおよびCに要する施工期間はわ
ずか2,3日にすぎなかった。(Finished state, construction period) By performing the above-mentioned three steps, the construction of the exposed concrete surface was completed. The finished state was extremely favorable. The construction period required for steps B and C was only a few days.
【0035】実施例2
(補修工程A)
打ち放しコンクリート面の段差や豆板状の凹凸などの欠
陥部分のうち、凹凸の差が約 0.5mm以上あるような部分
を、JIS A 6916の品質規格に適合したポリマ
ーセメントモルタルで部分補修した。Example 2 (Repair Process A) Among defective parts such as steps on the exposed concrete surface and unevenness of bean board, those parts having a difference of unevenness of about 0.5 mm or more conform to the quality standard of JIS A 6916. It was partially repaired with the polymer cement mortar.
【0036】(平坦化工程B)
上記で補修したコンクリート面の全面に、パテ状のシー
ラーレス下地調整塗材を約3mmの厚みでコテ塗りまたは
ヘラ塗りして平坦化した。(Planarizing Step B) A putty-like sealerless undercoat adjusting coating material having a thickness of about 3 mm was troweled or spatula-coated on the entire surface of the concrete surface repaired above to be planarized.
【0037】ここでパテ状のシーラーレス下地調整塗材
としては、結合材としての固形分50%のアクリル−ス
チレン共重合体エマルジョン25部(固形分として11.5
部)に、無機質粉体としての炭酸カルシウム20部、着
色顔料としての酸化チタン2部、黒酸化鉄 0.1部、増粘
剤としてのメチルセルロース 0.4部、分散剤 0.3部、造
膜助剤 0.7部、および水11.5部を加えてペースト状に混
練し、さらに骨材として粒度 0.5〜3mmの寒水石砂20
部と粒度0.01〜0.5mm の寒水石砂20部を加えてよく混
練したものを用いた。As the putty-like sealerless undercoat adjusting coating material, 25 parts of an acrylic-styrene copolymer emulsion having a solid content of 50% as a binder (solid content of 11.5) was used.
20 parts of calcium carbonate as an inorganic powder, 2 parts of titanium oxide as a color pigment, 0.1 part of black iron oxide, 0.4 part of methyl cellulose as a thickener, 0.3 part of a dispersant, 0.7 part of a film-forming aid, And 11.5 parts of water are added and kneaded into a paste form, and as aggregate, cold water stone sand with a particle size of 0.5 to 3 mm 20
Parts and 20 parts of cold water stone sand having a grain size of 0.01 to 0.5 mm were added and well kneaded.
【0038】(仕上げ工程C)
上記のようにしてシーラーレス下地調整塗材を施工し、
乾燥した後、平坦化した面の全面にJIS A 691
0の各規定に合格した建築用仕上材を約3kg/m2 の塗り
付け量でスプレー塗布またはローラー塗りした。(Finishing Step C) The sealerless base conditioning coating material is applied as described above,
After drying, JIS A 691 is applied to the entire surface of the flattened surface.
The architectural finishing material which passed each rule of 0 was spray-coated or roller-coated at a coating amount of about 3 kg / m 2 .
【0039】(仕上がり状態、施工期間)
上述の3工程を行うことにより、打ち放しコンクリート
面の施工が完了した。仕上がり状態は極めて好ましいも
のであった。また工程BおよびCに要する施工期間はわ
ずか2,3日にすぎなかった。(Finishing State, Construction Period) The construction of the exposed concrete surface is completed by performing the above-mentioned three steps. The finished state was extremely favorable. The construction period required for steps B and C was only a few days.
【0040】[0040]
【発明の効果】本発明の施工方法にあっては、補修工程
Aと仕上げ工程Cとの間にシーラーレス下地調整塗材に
よるわずか1工程の平坦化工程Bを設けるだけで足りる
上(従来は2工程を要する)、その平坦化工程Bの後は
養生期間を要しない。従って、本発明によれば、工期の
短縮および施工コストの大幅な減少を図ることができ
る。According to the construction method of the present invention, it suffices to provide only one flattening step B with the sealerless undercoat adjusting coating material between the repairing step A and the finishing step C (conventionally, After the flattening step B, no curing period is required. Therefore, according to the present invention, it is possible to shorten the construction period and significantly reduce the construction cost.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 中村 明人 大阪府阪南市光陽台2−5−1 (72)発明者 影島 孝史 大阪府堺市庭代台4−42 (72)発明者 加治 佐守 大阪府堺市城山台1−6−5 (72)発明者 竹林 興二 大阪府吹田市山手町2丁目7−18 (72)発明者 坂元 啓郎 兵庫県明石市松が丘三丁目20−2 (72)発明者 工藤 芙美夫 兵庫県明石市沢野2丁目10−15 (56)参考文献 特開 平7−197670(JP,A) 特開 平6−305856(JP,A) 特開 平6−207469(JP,A) (58)調査した分野(Int.Cl.7,DB名) E04G 23/02 E04F 13/02 E04F 13/08 101 E04F 15/12 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Akito Nakamura 2-5-1 Koyodai, Hannan City, Osaka Prefecture (72) Inventor Takashi Kageshima 4-42 Niwadaidai, Sakai City, Osaka Prefecture (72) Inventor Kamori Samori Osaka 1-6-5 Shiroyamadai, Sakai City (72) Inventor Koji Takebayashi 2-7-18 Yamate-cho, Suita City, Osaka Prefecture (72) Inventor Keiro Sakamoto 3-20-2 Matsugaoka, Akashi City, Hyogo Prefecture (72) Invention Fudo Kudo Fumio Kudo 2-10-15 Sawano, Akashi-shi, Hyogo (56) Reference JP-A-7-197670 (JP, A) JP-A-6-305856 (JP, A) JP-A-6-207469 (JP, A) (58) Fields surveyed (Int.Cl. 7 , DB name) E04G 23/02 E04F 13/02 E04F 13/08 101 E04F 15/12
Claims (2)
陸、豆板状の凹凸などのうち次工程Bの施工に支障を与
えるような目立つ欠陥部分をポリマーセメントモルタル
で部分補修する補修工程A、前工程Aで補修したコンク
リート面の全面にパテ状のシーラーレス下地調整塗材を
コテまたはヘラ塗りして平坦化する平坦化工程B、前工
程Bで平坦化した面の全面に仕上材を塗布する仕上げ工
程Cをこの順に実施すること、および、 前記工程Bにおけるパテ状のシーラーレス下地調整塗材
が、結合材として合成樹脂エマルジョンを使用した非セ
メント系の塗材であって、その塗材の全量を100重量
部とするとき、合成樹脂エマルジョン3〜25重量部
(固形分として)、無機質粉体20〜70重量部、水5
〜40重量部、平均粒度 0.01 〜3 mm の骨材5〜60重量
部、着色顔料の適量、およびその他の添加剤の適量より
なる組成を有するものであること、 を特徴とする粗コンクリート面の施工方法。1. A repairing step A for partially repairing, with a polymer cement mortar, a conspicuous defect portion which may hinder the construction of the next step B among steps, unevenness, beanboard-like irregularities of a rough concrete surface as a base, Flattening process B, in which a putty-like sealerless undercoat adjustment coating material is applied to the entire surface of the concrete surface repaired in the previous process A by ironing or spatula to flatten it, and a finishing material is applied to the entire surface of the flattened surface in the previous process B. The finishing step C to be performed in this order , and the putty-like sealerless undercoat adjusting coating material in the step B
However, it does not use a synthetic resin emulsion as a binder.
Ment type coating material, the total amount of the coating material is 100 weight
3 to 25 parts by weight of synthetic resin emulsion
(As solid content), inorganic powder 20-70 parts by weight, water 5
40 parts by weight, aggregate 5-60 weight average particle size of 0.01 to 3 mm
Parts, appropriate amount of color pigment, and appropriate amount of other additives
The method for constructing a rough concrete surface is characterized by having the following composition .
ト面、ALCパネル面、コンクリートブロック面または
プレキャストコンクリート面である請求項1記載の施工
方法。2. The method according to claim 1, wherein the rough concrete surface is an exposed concrete surface, an ALC panel surface, a concrete block surface or a precast concrete surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11113795A JP3523933B2 (en) | 1995-04-11 | 1995-04-11 | Construction method of rough concrete surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11113795A JP3523933B2 (en) | 1995-04-11 | 1995-04-11 | Construction method of rough concrete surface |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08284427A JPH08284427A (en) | 1996-10-29 |
| JP3523933B2 true JP3523933B2 (en) | 2004-04-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11113795A Expired - Fee Related JP3523933B2 (en) | 1995-04-11 | 1995-04-11 | Construction method of rough concrete surface |
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| Country | Link |
|---|---|
| JP (1) | JP3523933B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000302511A (en) * | 1999-04-13 | 2000-10-31 | Nichiei-Yoshida Co Ltd | Repair material for concrete |
| JP5069634B2 (en) * | 2008-08-07 | 2012-11-07 | アシュフォードジャパン株式会社 | Coating liquid for coloring calcium-based inorganic base materials |
| JP2017115407A (en) * | 2015-12-24 | 2017-06-29 | 太平洋マテリアル株式会社 | Construction method for polymer cement mortar |
| JP7676738B2 (en) * | 2020-07-28 | 2025-05-15 | 株式会社大林組 | Method for recording adjustment range, application method, and organic base adjustment coating material |
| JP7608745B2 (en) * | 2020-07-28 | 2025-01-07 | 株式会社大林組 | How to record and apply adjustment range |
-
1995
- 1995-04-11 JP JP11113795A patent/JP3523933B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08284427A (en) | 1996-10-29 |
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