JPH03261507A - Concrete finishing method for mold top end - Google Patents
Concrete finishing method for mold top endInfo
- Publication number
- JPH03261507A JPH03261507A JP1336139A JP33613989A JPH03261507A JP H03261507 A JPH03261507 A JP H03261507A JP 1336139 A JP1336139 A JP 1336139A JP 33613989 A JP33613989 A JP 33613989A JP H03261507 A JPH03261507 A JP H03261507A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- product
- lattice
- curing
- mold
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 49
- 238000000034 method Methods 0.000 title claims description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 6
- 238000009415 formwork Methods 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 claims description 5
- 238000005056 compaction Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 30
- 238000005507 spraying Methods 0.000 abstract description 4
- 238000007710 freezing Methods 0.000 abstract description 2
- 230000008014 freezing Effects 0.000 abstract description 2
- 239000004570 mortar (masonry) Substances 0.000 abstract description 2
- 239000002352 surface water Substances 0.000 abstract description 2
- 239000011371 regular concrete Substances 0.000 abstract 2
- 238000010438 heat treatment Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 239000002969 artificial stone Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000004040 coloring Methods 0.000 description 2
- 239000002537 cosmetic Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009940 knitting Methods 0.000 description 2
- 238000005498 polishing Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000006748 scratching Methods 0.000 description 2
- 230000002393 scratching effect Effects 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 241000124033 Salix Species 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000010924 continuous production Methods 0.000 description 1
- 239000000498 cooling water Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 210000003127 knee Anatomy 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000004577 thatch Substances 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
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、流込みコンクリート製品のｌ擁壁１重力式組
立パネル擁壁。DETAILED DESCRIPTION OF THE INVENTION The present invention is a one-gravity assembly panel retaining wall of a poured concrete product.
ｉｔ築側壁版、水路及び阿用橋盤〈Ｍ）、横断水ｎＢＯ
Ｘ、可変勾配１ｌｌＺ異製品等の表面強度、耐久性と同
時に環境をも考慮したコンクリート製品とするための型
枠天端仕上げ方法に関するもＶである。IT side wall slab, waterway and Ayo bridge slab (M), cross water nBO
V relates to a method of finishing the top of a formwork to produce a concrete product that takes into consideration not only the surface strength and durability of different products, but also the environment.
（従来の技術 ）
従来の渣込みコンクリート（スランプ５〜ｌ０Ｃ１１程
度 ｌｔＪ品の仕上方法と製品表面化粧方法には、次の
様なものがあった。(Prior Art) Conventional finishing methods and surface decoration methods for ltJ products using sludge-containing concrete (slump of about 5 to 10C11) are as follows.
■ 振動機〈バイブレータ−）によるブリジング現象の
浮水（レイタンス）
を取り除き、コテ仕上げするか、ハゲ仕上げをする。■ Remove floating water (latance) caused by bridging caused by a vibrator, and finish with a trowel or bald finish.
コンクリート凝結後にコンクリート表面を引き措きキズ
模様を設ける、仕上げ時に天然石、或は人造石を張り合
着するか、着色する。After the concrete has set, the concrete surface is scratched to create a scratch pattern, and during finishing, natural stone or artificial stone is pasted or colored.
コンクリート凝結後に洗い出しするか、施工を剣こ表面
化粧吹付けする。After the concrete has set, it is washed out or the surface is sprayed with a decorative finish.
製品出荷時に研磨するか、叩き出しして表面模様を構成
する。The surface pattern is created by polishing or hammering out the product before shipping.
以上の様な仕上げ方法と表面模様を構成する方法が有っ
た。しかし。There are finishing methods and methods for forming surface patterns as described above. but.
いずれも次の様な欠点が４ｆったので、本発明はこれら
の欠点を取り除く事を目的としたものである、
（従来の欠点と発明の目的 ）
■ 振動ｆｉ（バイブレータ−）により１表面に浮上っ
た浮水（レイタンス）は振動機停止後ある程度取り除き
出来たとしても、限度があり、どうしても残る、これを
仕上げコテか化粧ハゲで仕上げたとしても、外部に露出
させる製品化粧面としては、美蜆的にすぐれたものとは
言えないばかりか、浮水（レイタンス）で凝結、硬化し
たもののため、強度的にも耐久的にも潰れたものとは言
えず、特に東北や北海道の様に寒冷地では凍Ｗｌｌ離で
問題があった、
■ コンクリート硬化前のく コンクリート凝結後 ）
にワイヤーブラシ又は、製品化粧引掻金具でコンクリ
ート表面に引掻キズ模様として設は養生して、製品の表
面仕上げとする方法であるが。Both of them have the following drawbacks, so the present invention aims to eliminate these drawbacks. (Conventional drawbacks and purpose of the invention) Even if floating water (latance) can be removed to some extent after the vibrator is stopped, there is a limit and it will inevitably remain.Even if this is finished with a finishing trowel or a cosmetic bald, it will not be aesthetically pleasing as a cosmetic surface of the product exposed to the outside. Not only is it not excellent in terms of strength and durability, but it is also hardened and condensed by floating water (latance), so it cannot be said to be strong or durable, especially in cold regions such as Tohoku and Hokkaido. There was a problem with freezing and separation, ■ Before concrete hardening (After concrete hardening)
In this method, scratch patterns are created on the concrete surface using a wire brush or a decorative product scratching tool, and then cured to give the surface finish of the product.
ワイヤープラン又は、製品化粧引掻金具でコンクリート
表面の粗骨材が掻き起こされ立ち上がりするので、技術
を要する作業工程と戒っているばかりか一美観的にも優
れた化粧模様とは言えなかった。Since the coarse aggregate on the concrete surface is scraped up and raised by the wire plan or product decorative scratching tool, it is not only a process that requires skill, but also the decorative pattern cannot be said to be aesthetically superior. .
■ 施工後表面を外部に露出される面をコンクリート打
設天端としてコンクリート打設、締固め後化粧石（天然
石１人造石）を張り合着するか着色する方法であるが、
コンクリ−ｌ−の軟度で製造工程に時間がかがり。■ After construction, the surface exposed to the outside is used as the top of concrete pouring, and after concrete is poured and compacted, decorative stones (one natural stone and one artificial stone) are glued together or colored.
The manufacturing process takes time due to the softness of concrete.
Ｗ造省力化の流れ作業（型枠台車連続製造、リフト段重
養生 ）は出来なかったばかりか着色に於いては色に斑
が出来る欠点が有った。Not only was it not possible to carry out labor-saving work in W manufacturing (continuous production of formwork carts, heavy curing of lift stages), but there was also the drawback that the coloring could become uneven.
■ コンクリート凝結後に製品表１ｔｉ（コンクリート
打設面天ｒａ）を洗い出しする工法ですと、どうしても
型枠脱型前で水を使用するので、型枠外部にも塗布され
ている油性の剥離剤が流れ出して作業範囲を汚すばかり
か、その処理に苦労し、型枠の耐用年数を短くしている
。■ With the method of washing out the product surface 1ti (concrete pour surface surface Ra) after concrete sets, water is inevitably used before demolding the formwork, so the oil-based release agent applied to the outside of the formwork will flow out. Not only do they pollute the work area, but they are also difficult to dispose of, shortening the useful life of the formwork.
そこで、大型製品又は−ｉ雑な製品についてはコンクリ
ート硬化型枠脱型後に製品の表面となす部分を工場敷地
に並べ吹付けするか。Therefore, for large products or complex products, after demolding the concrete hardening form, the surface of the product should be lined up and sprayed on the factory site.
施工後現場で直接吹付けするかの方法を採っていた。し
かし、工場では製品を並べる工程と広い敷地を必要とし
、施工現場では施工時製品表面に付着するゴミ、泥等の
不純物を落としてからでないと、後日、吹付けが剥離す
る欠点があるばかりか、いずれも雨天時作業が出来なか
った。The method used was to spray directly on site after construction. However, factories require a process of arranging products and a large site, and at construction sites, dirt, mud, and other impurities that adhere to the product surface must be removed during construction, otherwise the spraying may peel off later. In both cases, work could not be done in rainy weather.
■ 製品出荷時（コンクリート硬化後であれば時期は拘
らない ）表面を研磨する方法又は、タタキ出しする方
法は２比較的小さい表面積か平板的なものは良いが、大
型で複雑な製品は研磨状態あるいはタタキ出し状態とす
る迄の工程（表面作業を容易にするために製品を固定あ
るいは反転 ）に時間と労力を必要とするばかりか、■
と同様に水を使用するのでその処理が大変だったし、
この方法はいずれも、製品硬化後の方法なので二重工程
で時間もかかりＪ１常なコト高となっていた。■ When shipping the product (the timing does not matter as long as it is after the concrete has hardened), there are two methods: polishing or slapping the surface. 2. Products with a relatively small surface area or flat plates are fine, but large and complex products should be polished. Or, not only does the process of bringing the product to the exposed state (fixing or inverting the product to facilitate surface work) require time and effort;
Similarly, it used water, so it was difficult to dispose of it.
All of these methods involve a process after the product is cured, so they require a double process, are time consuming, and are usually expensive.
（発明の構成 ）
そこで、本発明者は、これらのコンクリート製品の製造
と施］二業務に従事しながら、その発明の構成を次の様
にしたものである。(Structure of the Invention) Therefore, while engaged in the production and installation of these concrete products, the present inventor developed the structure of the invention as follows.
・ コンクリート打設天端仕上げ面を構成する。型枠輪
郭取り面２．を設けた 製品型枠１．に製品応力を考慮
した鉄筋３ を挿入コンクリ］・スランプ ｂ±１．５
３を標準（スランプが大きくともｌ０ｃＩＩ以下）とし
たｄ通コンクリート４ 、 （３１１ｉ１ ｋｇ−ｒ／
（２）２程度 ）をコンクリート打設天端仕上げ面迄、
振動機（バイブレータ−）で空気を抜きながら準次打諜
し締固め、概ね型枠輪郭取り面２ の近く成ったら、１
１通コンクリート４ の打設は仮終了させる９この時、
型枠１ の天端とコンクリート打設終了天端とに構成す
る段差にコンクリートスランプ又は、バイブレータ−の
掛ける時間にもよるが、浮水（レイタンス）５．が溜る
、ここにコンクリート凝結硬化Ｎ（７ＦＩでも良い）
６ としての粉状態のセメント、あるいはセラミック
ス、レジン、又は、練り上げ硬化剤を表面水が亭くなる
程度に散布又は、混合（必要に応じ着色剤を使用）する
。・Construct the finishing surface of the top of concrete pouring. Formwork contouring surface 2. Product formwork with 1. Insert reinforcing bars 3 in consideration of product stress]・Slump b±1.5
d-through concrete 4, (311i1 kg-r/
(2) About 2) up to the finished surface of the top of concrete pouring.
While removing air with a vibrator, perform semi-contact and compaction, and when the formwork contour surface 2 is approximately the same, 1
1 Concrete 4 Casting is temporarily finished 9 At this time,
Depending on the length of time the concrete slump or vibrator is applied to the step between the top of the formwork 1 and the top of the finished concrete pouring, floating water (latance) 5. Concrete sets and hardens N (7FI is also fine).
6. Sprinkle or mix powdered cement, ceramics, resin, or kneaded hardening agent (using a coloring agent if necessary) to the extent that surface water remains.
その上に、空隙を有する横折り曲げ自在の編み上げ格子
マーｌト（版）７、を敷いて振動機を使Ｉｌｌせずに、
格子材ａ、ａ、（編みＬげ部 ）の空隙から、空気と浮
水（レイタンス）５ とモルタルが浮き出される程度に
適当な長さの角材８．〈材質は木製が最も良い）をもっ
て、好く叩きながら押さえて、８を結硬化材（削）の混
合コンクリート４１ が浮上がり面と同じ高さかやや高
い位置までとして埋め込み、この４ｋｍでコンクリ−１
・の初期養生をし２外を枠脱型後に格子マ・フト（版）
７ を剥ぎとるものである。On top of that, a woven lattice mart (version) 7 with voids that can be bent horizontally is laid, without using a vibrator.
8. Square timbers of appropriate length so that air, floating water (latance) 5, and mortar can be floated out from the gaps in the lattice materials a, a (knitted L-shaped parts). (Wooden is the best material), hold it down by tapping it well, and embed the mixed concrete 41 of hardening material (shavings) to the same height or slightly higher than the floating surface.
・After initial curing and demolding of the outside of the frame, lattice ma-ft (version)
7 is stripped away.
格子マγト（版〉７ を造る格子材ａ、の材質と編み上
げ材ｂ６の材質と編み上げ方法については、普通野山に
棲、Ｑ、する、萱、竹、柳、はうき木等の幹が直線的な
ものが良く又、製品が大きく、模様も大きいものになる
と、ビニールパイプに鉄筋を通したもの又は、ゴムエア
ーホースその地表面模様に変化をもたせるために、平鉄
又は、木材平板等をもって１組合せ編み上げ格子マリ！
〜（版）７ としても良い。Regarding the material of the lattice material a, which makes the lattice mat (version 7), and the material and lacing method of the lacing material b6, the trunks of trees that commonly live in fields and mountains, such as thatch, bamboo, willow, and canopy, are used. Straight lines are best, and if the product is large and has a large pattern, a vinyl pipe with reinforcing bars or a rubber air hose may be used.In order to change the ground surface pattern, flat iron or wooden plates may be used. One combination of braided lattice fabric!
~ (Edition) 7 may also be used.
格子材ａ、の編み上げＮｂ、は構成させ様とする模様に
も上るが稲、Ｉ［、樹脂性、ビニール紐、ゴムＨ％の柔
軟材で比較的ｎ１期覆牛さ（６０〜８０’Ｃ）に変化し
ない乙のと１−る、編みＬげ方法については、構成させ
極とするｐｉ様を考慮して捻じり回数をもって変化させ
るが、編み上げ時・ 格子版７ の一部断面概要図第］
−１ＵＡ 第１−２図に示す格ｒ材ａ、の大きさ及び型
状の変化のあるものを使用して実施１ｆｌ模様第３図の
平面図及び第８図の製品斜視図の如く変化模様とする、
・ 格子版７ を第２．４．５．６図の各平面図及び第
１１．１３図施工Ｉ！！［要斜視図の如くに色々な型状
に切り取り、ここをそのまま又は、着色しコテ仕上げす
るか、ハゲ仕上げとして表面全体ｖ型状模様を構成させ
る。The braided Nb of the lattice material a is also included in the pattern that is intended to be constructed, but it is relatively n1 period covered (60 to 80'C ), the method of knitting L is changed by the number of twists, taking into consideration the pi configuration and poles, but when knitting, partial cross-sectional schematic diagram of lattice version 7. ]
-1UA A 1fl pattern was created using the material a shown in Fig. 1-2, which varied in size and shape.The pattern varied as shown in the plan view in Fig. 3 and the product perspective view in Fig. 8. and
・The lattice plate 7 is shown in each plan view in Figure 2.4.5.6 and Figure 11.13 Construction I! ! [Cut out various shapes as shown in the perspective view and finish them as they are, color them and finish them with a trowel, or finish them with a bald finish to form a v-shaped pattern on the entire surface.
・ 実施例第９１０図製品斜視図の如く編み上げ材す、
を文字形に細み上げ、全体格子版７．とする方法等があ
る格子材ａ ａ、の間は一捻じれ以１隙を設け１編み１
げられた格子版（マ・ｌトン７ の全体の大きさ＋よ、
型枠］ の輪郭隅ＩＮ商の内に全体を埋め込むためにや
や小さいものとする４以上の様な材料と方法によって、
コンクリ−１−の天端打；ｑ面を（ｉ上げる事によって
本発明ｔま次の株な作用効果がある、（発明の効果 ）
■ 振動ｖｉ（バイブレータ−〉により１表面に浮上っ
た浮水（レイタンス）５、にセメント粉、又は他のコン
クリート硬化材を使用する事により浮水（レイタンス）
の除去はおろか、これらの材料が水を吸収し天端表面が
高強度のコンクリートが形成され、積雪寒冷地でもコン
クリート化Ｅげ面での凍害剥離現象は絶無である。・As shown in Example No. 910, a perspective view of the product, the braided material is
7. Thinned into a letter shape, entire grid version 7. There is a method of making lattice material a.
The grid version (total size of Maton 7+)
By using materials and methods such as those mentioned above, make the mold slightly smaller in order to embed the entire part within the outline corner IN quotient of the formwork].
Hitting the top of concrete 1; By raising the q surface, the present invention has the following effects: (effects of the invention) ■ Floating water floated to the surface by vibration vi (vibrator) (Laitance) 5. Floating water (Laitance) by using cement powder or other concrete hardening materials
These materials not only remove water, but also absorb water, forming high-strength concrete on the top surface, and there is no chance of frost-damaged flaking on the concreted surface, even in cold, snowy regions.
■ 表面模様の構成はありふれたＮ料と節１ｉな方法で
出来るばかりか、材料の組合せ、ものの型状に合わせ切
り取り又は、叩き浬め連み力深さでいろいろなＰＡｔａ
構成が出来る。■ The structure of the surface pattern can not only be created by using ordinary N materials and simple methods, but also by combining materials, cutting or hammering according to the shape of the object, and creating various PAta patterns.
Can be configured.
■ 表面模様を構成する高強度の表面混合コンクリート
４ ａと本体と代るコンクリート４ とが一体となっ
ているものに化粧模ｔ１＜ｕ色含め〉をｌＩ戚するので
工程に複雑さも無く、迅速に作業が出来るばかりか、従
来の製品表面化粧模様の天然石１人造石等の張り合わせ
合着の様に１１１Ｍ又は１着色のむらが出る心配ら無い
。■ The high-strength surface mixed concrete 4a that makes up the surface pattern and the concrete 4 that replaces the main body are integrated, and the decorative pattern t1 (including color u) is attached to the unit, so there is no complexity in the process and the process is quick. Not only can the work be done in a timely manner, but there is no need to worry about uneven coloring of 111M or 1, which occurs when conventional products are laminated together with one natural stone and one artificial stone with a decorative pattern on their surface.
加えて、連続養生、段重等でボイラー冷却水滴が格子材
７ の上か小さい空隙に落ちるので滴跡を心配する事
が無く、かえって空隙部の滴跡は全体模様に変化を与え
る。In addition, as the boiler cooling water droplets fall on the grid material 7 or into small gaps during continuous curing and stacking, there is no need to worry about drip marks, and on the contrary, the drop marks in the voids change the overall pattern.
■ コンクリ−１〜凝結後に洗い出しする等の工法の様
に水を使用する事が無いので作業範囲の汚れが無いばか
りか２型枠耐用軍数ら長く見込まれ、又、コンクリート
初期養生（ボイラー落気養生）前に製品に向模採が完成
されており、従来の吹ｆすけ化粧の様に工事用にセ・ノ
テングする必要も無い、又、施工現場の吹付けの様にゴ
ミ、泥等の不純物を齢去する作業も不要である。■ Concrete 1 - Since water is not used unlike construction methods such as washing out after setting, there is no soiling of the work area, and the service life of the 2 formwork is expected to be long. The coating is completed on the product before the drying (air curing), so there is no need to seal it for construction like with conventional spraying, and there is no need to remove dirt, mud, etc. like with spraying at the construction site. There is also no need to remove impurities.
■ 製品化粧１１１１ｍあるいは、タタキ出しの様に製
品を固定又は反転したり、作業機減の前に移動したりす
る手間と経費も・ｅ−要とし無い。■ There is no need for the effort and expense of fixing or inverting the product, as in the case of tataki removal, or moving the product before reducing the number of working machines.
この様な材料と工法で出来上がった製品は路面に使用す
るものに付いては、凹凸溝による歩行のスベリ止と同時
に水吐は効果を良くし、道路サイドに使用する壁面製品
については、夜、ｍ折重のライトの小刻み乱反射効果も
ある。Products made with these materials and construction methods are used on road surfaces, and have uneven grooves to prevent slipping when walking, while water spouts are effective. There is also the effect of diffused reflection of m-fold lights.
以」二の様な本発明の利点、ｆｔｉ川効用を発揮するコ
ンクリート製品大端仕上げ工法は１色々な模様が安価な
材料で出来るばかりか一型枠本体をいじる事も製品を移
動反転する事等も無く又、特別技術も必要とせず製品表
面化Ｉｔ模様を構成する最も経済的なコンクリート仕上
げＪｊ法と言えるものである、
図
第１図は本発明の工程概要を示す断面斜視図。The advantages of the present invention are as follows: 1. Not only can various patterns be made using inexpensive materials, but 1. The method of finishing the large end of a concrete product, which exhibits the FTI effect, is not only capable of producing various patterns using inexpensive materials, but also 1. This method can be said to be the most economical concrete finishing method for constructing the It pattern on the surface of a product without requiring any special techniques.
第１−１．１−２図は格子材の編みＬげ状態を示す断面
図。Fig. 1-1.1-2 is a cross-sectional view showing the state of the lattice material being knitted L.
第２．３．４．５．６図は模様実施例のＶ面図。Figure 2.3.4.5.6 is a V-side view of the pattern embodiment.
第７図はグレーチングかコンクリート仕上川のり変ｆｉ
ｌｉ異製品の斜視図５第８図は格子材に変化をもたせた
排水可変Ｉｌｓ清製油製品視間。Figure 7 is grating or concrete finish river glue change fi
A perspective view of a different product. Figure 8 shows a perspective view of a refined oil product with variable drainage that has different lattice materials.
第９．１０図は編み−ｊｌげ材で文字模様を構成させた
可変＋１０Ｘ製品と橋梁床版（Ｍ）０斜視図。Figure 9.10 is a perspective view of a variable +10X product with a letter pattern made of knitted material and a bridge deck slab (M)0.
ｆｆｌｌｌ図は１．型擁壁実施例の膝工概要断面斜視図
。ffllll diagram is 1. FIG. 2 is a schematic cross-sectional perspective view of a knee structure according to an embodiment of a type retaining wall.
第１２［２ｍは排水土留可変ｎＯＸ実施例の施工概要所
内斜視図。The 12th [2m] is a perspective view of the construction outline of the drainage earth retaining variable nOX embodiment.
第１３図は重力式パネル組立擁壁実ｊ！例の施Ｔ−１１
要断面斜視図。Figure 13 shows the gravity panel assembly retaining wall! Example service T-11
Main cross-sectional perspective view.
中
ｌ を枠 ２ 輪郭ｗＡｒｉり
向３ 鉄筋 ４ ｆｆ４コン
クリートａ 混合コンクリート
凝結硬化材
叩き角材
文字編み上げ
排水孔
ｍ取付は金具
格子材
レイタンス
格子［（マット）
切り取り仕上げ部
排水孔
ル→ガ、ｆｌｌｒｌ１４ＦＬＭ
編み上げ材Medium L frame 2 Outline wAri orientation 3 Reinforcement bar 4 ff4 concrete a Mixed concrete hardening material hammered square timber character lace-up drainage hole m installation is metal fittings lattice material laitance lattice [(mat) cut-out finished part drainage hole → ga, fllrl14FLM lace-up material
Claims (1)
締固め時浮き出る型枠天端浮水を利用しコンクリート凝
結硬化材（剤）を散布又は、混合し製品表面模様を構成
する横折り曲げ自在の編み上げ格子版を敷いて叩き押さ
えてコンクリートに埋込みコンクリート凝結、硬化後こ
れを剥ぎ取りこの凹凸をもつて、製品の表面模様を構築
させる様にしたコンクリート製品の型枠天端仕上げ方法
。In the production of poured concrete products, a horizontally bendable woven lattice is used to spread or mix a concrete setting hardening agent (agent) using floating water at the top of the formwork during compaction using a vibrator to form a product surface pattern. A method for finishing the top of a formwork for a concrete product, in which a plate is laid down and pressed down to be embedded in concrete, and after the concrete sets and hardens, it is peeled off and the surface pattern of the product is constructed with the unevenness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1336139A JPH03261507A (en) | 1989-12-25 | 1989-12-25 | Concrete finishing method for mold top end |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1336139A JPH03261507A (en) | 1989-12-25 | 1989-12-25 | Concrete finishing method for mold top end |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03261507A true JPH03261507A (en) | 1991-11-21 |
Family
ID=18296097
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1336139A Pending JPH03261507A (en) | 1989-12-25 | 1989-12-25 | Concrete finishing method for mold top end |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03261507A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110983974A (en) * | 2019-11-21 | 2020-04-10 | 中交第二航务工程局有限公司 | Comprehensive maintenance method for concrete box girder construction in winter |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4825721A (en) * | 1971-08-05 | 1973-04-04 | ||
| JPS5092922A (en) * | 1973-12-22 | 1975-07-24 | ||
| JPS5949910A (en) * | 1982-09-14 | 1984-03-22 | 日本鋼弦コンクリ−ト株式会社 | Method of surface finishing construction of precast concrete |
-
1989
- 1989-12-25 JP JP1336139A patent/JPH03261507A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4825721A (en) * | 1971-08-05 | 1973-04-04 | ||
| JPS5092922A (en) * | 1973-12-22 | 1975-07-24 | ||
| JPS5949910A (en) * | 1982-09-14 | 1984-03-22 | 日本鋼弦コンクリ−ト株式会社 | Method of surface finishing construction of precast concrete |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110983974A (en) * | 2019-11-21 | 2020-04-10 | 中交第二航务工程局有限公司 | Comprehensive maintenance method for concrete box girder construction in winter |
| CN110983974B (en) * | 2019-11-21 | 2021-04-30 | 中交第二航务工程局有限公司 | Comprehensive maintenance method for concrete box girder construction in winter |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3874140A (en) | Structural wall member with sculptured surface and method of making same | |
| WO2002051604A1 (en) | Concrete element | |
| JPH03261507A (en) | Concrete finishing method for mold top end | |
| JP3996529B2 (en) | A method for manufacturing a mat with a block made of artificial stone concrete, and a mat produced by the method. | |
| JPH0611980B2 (en) | Construction method of revetment using natural stone | |
| JP2969140B2 (en) | Surface concrete plate and molding method thereof | |
| JPH0892906A (en) | Decorative board | |
| JPH1181209A (en) | Composite wooden brick of wooden material and concrete | |
| JPH01259902A (en) | Decorative material unit used for concrete structure surface, manufacture of this unit and decoration of concrete structure surface using this decorative material unit | |
| JPH0813406A (en) | Facing board | |
| JP3047209U (en) | Composite wood brick made of wood and concrete | |
| BE1025375B1 (en) | GRILLING ELEMENT FOR POLISHED TERRACES | |
| JP3079016B2 (en) | Forming method of grooved concrete member and groove pattern forming tool | |
| KR0166990B1 (en) | Process for the preparation block | |
| KR100559746B1 (en) | Road boundary block for manufacturing method | |
| JPH1119918A (en) | Manufacture of concrete member having surface hard to stain and property for lasting good appearance | |
| JP4150970B2 (en) | Construction method of decorative concrete road surface | |
| JP3032570U (en) | Civil engineering concrete block | |
| AU2001100590A4 (en) | Fence/wall covering method as fence/wall rendering on a specific known type of fence/wall | |
| JPH01131726A (en) | Building of concrete structure with patterned surface | |
| JP3012197U (en) | Multi-natural riverbed building blocks scattered with natural stones | |
| JP2000230212A (en) | Pavement block, its manufacture and paving method | |
| JP2004137800A (en) | Manufacturing method of slope shoulder block and environmental planting block, and these blocks having horizontal groove and rough surface on the surface thereof | |
| JPH0691615A (en) | Manufacture of decorative concrete block | |
| EP2576910A1 (en) | Method, element and form |