JPS5886222A - Constructing method for concrete retaining wall using stone-mersonry pattern type form - Google Patents
Constructing method for concrete retaining wall using stone-mersonry pattern type formInfo
- Publication number
- JPS5886222A JPS5886222A JP18438981A JP18438981A JPS5886222A JP S5886222 A JPS5886222 A JP S5886222A JP 18438981 A JP18438981 A JP 18438981A JP 18438981 A JP18438981 A JP 18438981A JP S5886222 A JPS5886222 A JP S5886222A
- Authority
- JP
- Japan
- Prior art keywords
- stone
- concrete
- pattern
- masonry
- formwork
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Retaining Walls (AREA)
Abstract
Description
【発明の詳細な説明】
この発13目は、コンクリート擁壁の石積模様形型枠工
法に関する。DETAILED DESCRIPTION OF THE INVENTION This thirteenth issue relates to a masonry pattern formwork construction method for concrete retaining walls.
従来、道路脇のガケや山裾ケ削り取って建てられた人家
σ)裏山等を補強する手段として、自然石を適当な大へ
さ+y加圧1.で、これケ積み一ヒけるい)) 目+る
石積工法を採用していた。しかし、か−′1する石積工
法においてld、近年時j(自然石の入−1−・ジ困1
′LMeか、又1は人手できた場へても石の採収用が工
1(更場から辿路になり運搬費が・′1・かるなどの間
寵す生じ、さらには最近の職人不1μ等の間1.′+”
iも生じている。Conventionally, as a means of reinforcing the back of houses σ), which were built by scraping away roadside rubble and the foot of mountains, natural stones were cut to an appropriate size + Y pressure 1. So, the stone masonry construction method was adopted. However, in recent years, in the stone masonry method that
``LMe'' or ``1'' means that even if it is done by hand, it is difficult to collect stone by hand (it takes a long way from a vacant lot and the transportation cost is 100%), and there is also a recent shortage of craftsmen. 1.′+” between 1μ etc.
i is also occurring.
また、上記石棺工法Htr代わり急斜面に直接コンクリ
ートを打設、又は吹き付は等に虹つて補強す\戸、工法
も考えられろが、この場合は斜面にコンクリート表面が
むき出しに斤るため、自然美、特に古希S環境の←護、
照性景観のイ”fS全の観点からσ)ぞ′士しくない。In addition, instead of the sarcophagus construction method described above, concrete may be poured directly onto the steep slope, or reinforced by spraying, etc., but in this case, the concrete surface is exposed on the slope, resulting in a loss of natural beauty. , especially ← Mamoru of Koki S environment,
From the viewpoint of all aspects of the illuminated landscape, it is unrealistic.
このため、上記石積工法とrJンクリート打設(ii4
4きイ(1け)工法との利点を同i(・に実施するため
、発泡体板をコンクリート横泄体壁面彫!!(用の6・
1枠IC使用する方法が考案されて来たが、いすね、も
実1着に適さず、実施におよんでいたい。For this reason, the above-mentioned masonry method and rJ concrete pouring (ii4
In order to implement the same advantages as the 4-ki (1-ke) construction method, the foam board was carved into a concrete wall surface!! (6-
A method of using one frame IC has been devised, but it is not suitable for the first place, so I would like to implement it.
従って従来工法としては、主として建晒物θ)ツー3=
ンクリート壁また!/″を塀たどt/I7仲用さガてい
るもの一/if ’:’、)る。この工法f・”・、定
形のせき板に*(17M型な貼着して成る単位鋳型枠と
仙σ)−1jき析との間にセパレータを介して両者をコ
ンクリート刑枠締付金具でばたjで緊結し寿から鋳型枠
を組み立て、その悄刑枠の中に]ンクリートを打設し、
養生後脱枠する方法でンi−・る。Therefore, as a conventional construction method, it is mainly used for concrete walls. /'' to the fence/I7 medium-sized thing /if ':',).This construction method f. A separator is placed between the frame and the concrete frame, and the two are tightened with a concrete frame tightening fitting, and a mold frame is assembled from Kotobuki, and concrete is poured into the frame. established,
After curing, it can be removed from the frame.
その際、上J2.単位四型枠M11は、第1図の、[う
に、あ自、か1″、めよりB agでプレス成肋したゴ
ム、合成樹脂q++1の中イvr鋳型m1を、定形(合
板であれば900 X ]、 800 tar )のせ
き板に渦不足斤く貼り胎けて形成している。At that time, upper J2. The unit 4 formwork M11 is a mold m1 made of rubber, synthetic resin q++1, press-ribbed with press-ribbed rubber and synthetic resin q++1 shown in FIG. The vortex is formed by attaching a sufficient amount of vortex to the weir plate (900 x 800 tar).
ところが、このような従来の工法に14.次のような欠
点がある。即ち、第゛2図のように、慧匠上の必要から
学位鋳型m1をせき板に、破り目地状1/fi貼り着け
て中位鋳型枠M2を造り、これを鋳型枠に組んでコンク
リートを打設すると、脱枠後のコンクリート壁面に上記
単位鋳型T山を横断する栄位#型枠M2のつなぎ線1が
表われ、これが壁面の意匠効果を低下させるという欠点
がある。However, there are 14. It has the following drawbacks: That is, as shown in Fig. 2, for the sake of craftsmanship, the degree mold m1 is attached to the weir plate with a broken joint shape of 1/fi to create a medium-sized mold frame M2, and this is assembled into the mold frame and concrete is poured. When pouring, the connection line 1 of the #formwork M2 crossing the unit mold T-mountain appears on the concrete wall surface after unmolding, which has the drawback of reducing the design effect of the wall surface.
4−
一゛トに、第3図のように、m位鋳刑m3を斜V)格子
の目地にして貼り着目たときは、単位@型枠M、のつな
ぎ線2が打設後のコンクリート壁面l〆こもろに表われ
るので、折角の意匠壁も損なわしてしヤう。4- First, as shown in Fig. 3, when focusing on gluing m3 cast m3 as the joint of the diagonal V) grid, the connecting line 2 of the unit @ formwork M is the concrete after pouring. Since it appears on the wall surface, it can spoil the design of the wall.
これ1・「、単位@型m+、 rn4をせき板にイ・″
ろ不足なく貼り%ff1..(るf−めに、第2,3図
のように、単イを鋳型ml 、m2 を半分に切断した
十g籾m2. m4を貼り着けているためである。This 1. ``, Unit @ type m +, rn4 on the weir plate ``
Pasted without any defects%ff1. .. (This is because, as shown in Figures 2 and 3, 10g of rice grains m2 and m4, which are made by cutting m2 in half, are pasted on a mold ml and m2 in half, as shown in Figures 2 and 3.
このような欠点は上記工法を整層粗割り石積み、整層割
り石積み等を模1.た擁壁の構築に適用すると致命的な
欠点となって表われる。つ捷り、例え)
ば第4図に示すように、粗割り石の単位石模様板m、を
コンクリート型枠パ本ルのフンクリート打設部に布積み
し゛て破り目地状に禍、不足なく°貼り着けて石檜摸様
形ルリ枠1ψ、を造り、これをコンクリートの打って返
しに使用すると、−rンクリート[壁面(ttH、Q月
1γ石模作板m、を半分に(11断じて貼り着けた半板
m、の切断部分にそって、単石稍模樟形を枠rvisの
つなき線3が表われ、自然石77(−よる擁壁の枠厚効
果が半減してしまう。These drawbacks make the above construction methods similar to layered rough-split stone masonry, level-split stone masonry, etc. When applied to the construction of retaining walls, it becomes a fatal drawback. For example, as shown in Figure 4, the unit stone pattern board m of coarsely split stone is piled up on the concrete forming part of the concrete formwork, and there is no damage or shortage in the joint shape. ° Paste it to make a stone cypress-shaped Luri frame 1ψ, and use it for pouring concrete. Along the cut part of the attached half-board m, the connection line 3 of the single stone imitation camphor frame rvis appears, and the effect of the frame thickness of the retaining wall due to the natural stone 77 (-) is halved.
ネた、この種のっ浄ぎ脚3は、図示したいが、単位石模
様板m、を容積みに貼りfr′・−17tb合に、格子
状にたって表われるので、待に致命+−,、:1である
。As I would like to illustrate, this type of cleaning leg 3 appears in a lattice pattern when the unit stone pattern plate m is attached to the volume fr'.-17tb, so it is fatal. , :1.
こV)ため、紐近とみに強くなっている古爪甲ψの保護
、用悼ご昼ダの保全といったうり点からの要1す1(充
分に応え久41ていないのが現状である。Therefore, the current situation is that the key points have not been fully addressed for a long time, such as the protection of the old nail plate ψ, which is becoming stronger near the cord, and the preservation of the mourning plate.
qlに、従来σ)工法7−11、十パレータと=1ンク
リート型枠締付金具を規μm的に配役してい・ため、上
述のよう々コンクリート打設後の意匠壁面に、セパレー
タに取り付I!たコーンの痕跡が残rl、そ01位す、
・tによ−)てはこれがまた壁面の意匠効果を損ねてい
るというIll m≠1ある。ql, conventional σ) method 7-11, 10 parators and 1 concrete formwork clamping fittings are arranged in a regular μm manner.As mentioned above, it is possible to attach separators to the designed wall surface after concrete pouring. I! There are traces of cones left, so 01st place.
・According to t), this also impairs the design effect of the wall surface (Ill m≠1).
なお、前述のように、単位石模様板または石招伶梯形増
枠を発泡樹脂で背ることもできるが、こ(1)焦合は、
発泡成塑の性質上、自然石を積み上げた擁1ψから直接
転写して造れたいので、コン7す。In addition, as mentioned above, the unit stone pattern board or the stone invitation ladder type expansion frame can be backed with foamed resin, but this (1) focus is
Due to the nature of foam molding, I would like to be able to build it by directly transferring it from the retaining 1ψ piled up with natural stones, so it is 7.
−ト打設神の擁壁面がどうしても人工的11+7にって
、自然石の趣きを表わせな(八という欠点がある。- The retaining wall surface of the poured stone must be an artificial 11+7 to give it the appearance of natural stone (it has the disadvantage of 8).
この発明は、こC)・ような従来j4.+工法の欠点k
IIMt決す乙ことを目的としてんさすlたもので、
自望石σ)石積み帰蹄か[1転写していh”i l−た
単位石模J1:、i+・、布ツバ1みまたけ谷積み状に
コンクリート刑棒パネル1でl古着しく石積模様形ノド
“(卆を4v ”1 、す・いでその石積、t;4様形
型枠を連結して絹み立て、しかるりこれをコンクリート
の打って返しkこ使用することを待機とするコンクリー
ト換柳σ)石積イハ員」杉ル1伜[θ二を提f拭するも
のでWh1石。This invention is based on the conventional j4. + Disadvantages of construction method k
It was designed with the purpose of determining the IIM.
Jiboseishi σ) Stone masonry return [1 transferred h”i l- unit stone pattern J1:, i+・, cloth brim 1 vertically stacked in the form of concrete stick panel 1 l old-fashioned masonry pattern Formwork of four shapes is connected to create a silky structure, and this is then poured into concrete, ready to be used again. Kaeryu σ) Ishizumi Iha member' Sugiru 1似[θ2 is the one that wipes out Wh1 stone.
し)L下、この発明を萬・−−91月・I、り示す男鹿
911によって説明する。This invention will be described below with reference to Oga 911, shown in 1991.
まず工法を・1.1卜J−ると、この発flF+の工法
r1次の11程より成る。叩ち、整層用割り石積j11
整1・N +NI+1つ石棺み等の石棺み擁壁の鋳型と
なる石積梗俤面朽Hを、自う欠石を使用lまた石棺み賭
卵九ら、ポリウレタン等(/J合成甫脂又はゴムで転′
αして造り、これを千〇目((h邪4で切断してIFj
j財″・・っ石と・1様と・1.0・なる多柚そfの中
位1・′、I桿板S1全皆る単位f)4・“、1桟オ・
J製♂一工程と、その琳も“I石樟(t・板SI全コン
クリート刑忰パネル5に布積り状(第61Δ)に11−
I+−バ・〜−ンで貼着(、て石積模様形型枠11.l
=17−
を遣る石積樟様形型枠1!II造工程と、その石積・・
P1J!1り枠1..l、tY−1第7.91”のよう
に、貼着また石精摸様11ぞりt+S 、を相互につき
合わせて縦i六、に凍結し、カ)っ眸辞It(盤6との
間にセパレータ7を介してコンクリート型枠締付金具8
で目Jfl1部にお(八てばた9に緊結することによっ
て型枠体な組み立てる石棺模様Jげ型・P、′!組立て
工程と、その石招模様形型枠体と11盤との間にコンク
リ−ト打設するコンク11−ト打設工程と、打設したコ
ンクIJ−)全養生して後助枠を取り外す脱枠工程とよ
り成る。First, if the construction method is 1.1 J-, then the construction method r1 of this emission flF+ consists of the following 11 steps. Split stone masonry for pounding and leveling j11
Preparation 1・N + NI + 1 The masonry kiln surface rot H, which is the mold for the retaining wall of the sarcophagus, etc., is used with own chipped stones. Roll with rubber'
α, make it, and make it a thousand eyes ((cut with h evil 4 and IFj
j goods''... 1 stone and 1. 0. The middle of the number 1 · ', I rod board S1 all units f) 4 · ", 1 piece o.
J-made ♂ 1st process and its Rin are also “I stone camphor (T plate SI all concrete punishment panel 5 in the form of a pile (No. 61Δ) 11-
Paste with I + - bar (, masonry pattern formwork 11.l)
=17- Masonry camphor formwork 1! II construction process and its masonry...
P1J! 1 frame 1. .. l, tY-1 No. 7.91'', paste and freeze the 11 sleds t+S against each other vertically i6, and make the diagonal It (with board 6) Concrete formwork fastening fittings 8 with separator 7 in between
In the 1st part of Jfl (the sarcophagus pattern Jge-type, P,' which assembles the formwork by tightening it to the 8 tebata 9), the assembly process and the gap between the stone beckoning pattern formwork and the 11th board. This consists of a concrete pouring step in which concrete is poured into the concrete IJ-), and a frame removal step in which the cast concrete IJ-) is fully cured and the rear support frame is removed.
ここで、上記石′4−模杉′・形枠411新下稈におけ
るΦ・・・石障様板S1は、従来0)ように、これを分
?++l Lないでコンクリート型枠パネル5に貼り肴
けるので、第6図のよ’1 i/l’:コンクリート型
枠パネル5からV土み出すj伐み出1部aを生ずると同
時に、単位石模様& S lが貼着されないでコンクリ
ート型枠パネル5が露出する露出部b=を生ずる。しか
し、こθ)ようb部分が生じても、第6図一段ごとに!
相形を坪するように、そil−それ異なったパターンで
14位石僚梯セJS1を貼り岩1.−ip石稜模様彩ノ
リ1伜11、I、を多パ)・準備し、交−1:fに矢符
方向につき合わ−てj1μ結(、て行けば、第7図(〕
1.J:うなs”4’ %’i形明によつ・−組み立て
る(−とができる。第81閉1は谷酌みした石積模ト形
型棒13の例であるが、この1今もm位石模様板S2が
1rJl−のパターンで貼着してあろので、交互に連結
して行けば、学位石模1板S2の“tみtlJlシ部C
とコンクリート型枠パネル5の露出部dが4H4+の屯
位石模1m板S2の?層出部dとi−tみ出し部Cと相
互に嵌合し合って石積枠様形硯枠が組み立てられること
になる。Here, Φ...stone barrier-like plate S1 in the new lower culm of the stone '4-model cedar'/form 411 is separated as in the conventional 0)? ++l It can be pasted on the concrete formwork panel 5 without L, so as shown in Fig. 6, '1 i/l': V overflows from the concrete formwork panel 5. At the same time, the unit An exposed part b= where the concrete formwork panel 5 is exposed without the stone pattern &Sl being pasted is created. However, even if this θ) b part occurs, every row in Figure 6!
The 14th place Sekiryo-danse JS1 is pasted in a different pattern so that the phase shape is tsubo. -ip stone ridge pattern color paste 1. Prepare 11, I, multiple times), cross 1:f in the direction of the arrow, and tie j1μ (and proceed as shown in Figure 7).
1. J: Una s"4'%'i According to the shape, - can be assembled (-. Since the stone pattern plates S2 are pasted in a pattern of 1rJl-, if you connect them alternately, you can
Is the exposed part d of the concrete formwork panel 5 of the 4H4+ turret stone model 1m board S2? The layered part d and the i-t projected part C are fitted into each other to assemble a masonry frame-like inkstone frame.
1、・弓;セσ)出咄部、入咄部の単位石模様型枠も上
述したところと同様にして造ることf・、1言うまでも
ない。青た、擁壁の端末部に使用する石債杓イメ形+H
・枠1i、12.I3としては−、コンクリート型枠パ
ネル5の露出部す、dに単位石模椰t=sl l S”
の半裁物を貼着し、単位石模様板S、、S、のけみ出し
部a、Cはこれを切断したものを使用すね2ばよい。1. Bow; Seσ) It goes without saying that the unit stone pattern forms for the ejecting part and the entering part are made in the same manner as described above.f.1. Aoda, stone bond ladle image shape +H used at the end of the retaining wall
・Frame 1i, 12. As I3, -, the exposed part of the concrete formwork panel 5, the unit stone t=sl l S"
The unit stone pattern plates S, , S, and the protruding parts a and C can be cut by cutting them.
なお、第9図において、1010ツクフエンス、11は
あらかじめΦ位石模様板S、、S、分だけ 5 −
の大きさに形成しt箱ぬきで、脱枠後口ツクボルト12
を擁壁地盤6に打ち込んでボルト締めしてコンクリート
擁壁をその擁壁地盤6に緊結するためのものである。In addition, in Fig. 9, 1010 bolts 11 are pre-formed to a size of Φ stone pattern board S,, S, 5 - without the box, and the bolt 12 at the rear of the frame is removed.
This is to connect the concrete retaining wall to the retaining wall ground 6 by driving it into the retaining wall ground 6 and tightening bolts.
この発明の工法は、上述のような工程によって構成され
ているので、次のような作用効禾を奏するものである。Since the construction method of the present invention is constituted by the steps described above, it exhibits the following effects.
(1)単位石模様板iを自然石で造った石積み擁壁から
合成用1情又はゴムで直接転写して造る0)で、コンク
リート打設後の拶1壁而(fこ自然石の石積み擁壁のも
つ雅趣をそのまま生かすことができる。(1) The unit stone pattern board i is directly transferred from the masonry retaining wall made of natural stone using synthetic material or rubber. You can make the most of the elegance of the retaining wall.
(2) コンクリート型枠パネルに単位石模様板を貼
り着けて石棺模様形型枠を造る際、そのコンクリート型
枠パネルの形状、大きさに関係なく、布積み、谷積み状
1/[一定のバ々−ンで貼り着けるので、石棺模様形型
枠を組み立てたとき、貼着した単位石模様板は全て目地
部でつき合わされて連結されることになる。このため、
コンクリート打設後の擁壁面である石積み面に型枠のつ
なぎ紛が表われず、自然石による石積み擁壁(I・もつ
雅趣を充分に生かすことができる。(2) When constructing a sarcophagus pattern form by pasting unit stone pattern boards onto concrete form panels, regardless of the shape and size of the concrete form panels, fabric stacking, valley stacking 1/[certain Since they are attached using barbuns, when the sarcophagus pattern formwork is assembled, all of the attached unit stone pattern boards are butted and connected at the joints. For this reason,
After concrete is poured, the retaining wall surface, which is the stone masonry surface, does not show any confusion in the formwork, and the elegance of the natural stone retaining wall (I) can be fully utilized.
(3)また、コンクリート型枠締付金具とセパレータを
、石積模様形型枠で形成される目fli!?’A<に1
1vり付けるようにしたので、コーンによる穴が擁壁面
に表われて、自然石による石積み傭典のもつ誰趣を損ね
ることけhい。(3) In addition, the concrete formwork clamping fittings and separators are made of masonry pattern formwork! ? 'A< to 1
Since we installed 1V, the holes caused by the cones would appear on the retaining wall surface and would spoil the charm of masonry construction using natural stones.
第1〜3図1は従来の鋳型枠工(、Qにおける単位制動
と単位空型枠を示し、第1図(イ)、第31¥′l(イ
)は単位M型の斜視、図、第1図(ロ)、第21力、第
31印口)はm位釧型枠の正面図、第4図は従来の工法
により石積模様形を枠を造った場合の例で、同lツ11
4)id“単位石模様板、同1y11コ)は石棺模梯形
型枠の正面Iν1、第5図(イ)はこの光8LlvCお
ける石積pJ様形面板の斜視図、同図10)は石積み擁
壁を転写して得た石稍模様形面J+、Iの正面1゛Y1
、第6図rjこの発明(l(おける単位石模様板とその
貼着要領を示す正面図、第71菌1はポロ図の石積模様
形型枠の連結要領を示す正面1図、第8図はこの発明に
おける切石積模様形型枠の他の実施例を示す正面図、第
9図はこの発明における型枠の111立て要領を示す縦
断面1iY′: −+7’ ;Pyる。
H・・・・・・・・・石積模様形面板
S、、S、・・・単位石模様板
1、、L、I、・・・石棺(〜I帰肝型枠6・・・・・
・・・・擁#til!盤
7・・・・・・・・・セパレータ
8・・・・・・・・・コンクリート型枠締イく[金具9
・・・・・・・・・ばた1 to 3 Figures 1 show a unit brake and a unit hollow mold in a conventional mold flask (, Figure 1 (B), 21st power, 31st seal) is a front view of the m-sized Kushi form frame, and Figure 4 is an example of a frame made of masonry pattern using the conventional construction method. 11
4) id "Unit stone pattern plate, 1y11) is the front view Iν1 of the sarcophagus model ladder formwork, Figure 5 (a) is a perspective view of the stone masonry pJ-shaped face plate at this light 8LlvC, Figure 10) is the stone masonry support Front side 1゛Y1 of stone pattern surface J+, I obtained by transferring the wall
, Figure 6 rj This invention (l) Front view showing the unit stone pattern board and its attachment procedure, No. 71 Bacteria 1 is a front view showing the connection procedure of the masonry pattern formwork of Polo diagram, Figure 8 9 is a front view showing another embodiment of the ashlar pattern form according to the present invention, and FIG. 9 is a vertical cross section 1iY': -+7'; ...... Masonry pattern face plate S, S, ... Unit stone pattern board 1, L, I, ... Sarcophagus (~I return formwork 6...
...Hold #til! Panel 7...Separator 8...Tighten the concrete formwork [Metal fittings 9]
・・・・・・・・・Bata
Claims (5)
リウレタン等の合成樹脂又はゴムで転写して石積相様形
面板を成形し、これをその目地部で切断して同形″つ1
つ石模様の界々る多種側の単位石模様7四を造り、この
単位石模様板をコンクリート型枠パネルのコンクリート
打設面に布積みまたは谷積み状に同一パターンで貼着し
て石棺模様形型枠を造り、この石積模梯形型枠を縦横に
連結して、かつ擁壁地盤との間にセパレーターを介して
コンクリート型枠給付金すでぼたに緊結すること(r(
よって組立て、これをコンクリート打って1反しに使用
することを特徴とするコンクリート擁1突σ)石積杓様
形型枠工法。(1) Laminated stone masonry, level cut stone masonry support l ↑ Form a masonry-like face plate by transferring it with synthetic resin such as polyurethane or rubber, and cut it at the joints to create the same shape.
A sarcophagus pattern is created by creating 74 unit stone patterns with various types of stone patterns, and pasting these unit stone pattern plates in the same pattern on the concrete pouring surface of the concrete formwork panel in the form of stacks or valleys. Build a formwork, connect this masonry ladder formwork vertically and horizontally, and connect it to the retaining wall ground through a separator.
Therefore, the concrete retaining type 1 type σ) masonry ladle-like form construction method is characterized by assembling, pouring concrete, and using it for one turn.
からポリウレタン等の合成樹11旨又はゴムで転写して
石棲杓梯形面楯を成形することを特徴とする特許請求の
蹄囲第1項記載のコンクリート擁埒の石拍模梯形刑枠工
法。(2) The hoof of the patent claim, characterized in that a stone ladder-shaped face shield is formed by transferring synthetic wood such as polyurethane or rubber from a simulated layered stone masonry or layered stone retaining wall. The stone clap-like ladder-shaped frame construction method for concrete retaining walls described in paragraph 1.
向に貼着する単位石模様板が一段毎(て異相形を程する
ことを特徴とする特許請求の範囲第1項棟たけ第2項記
載のコンク11−ト擁椿σ)石積模様形3(B+1枠工
法。(3) The concrete according to claim 1, ridge height, and claim 2, characterized in that the unit stone pattern plates adhered to the concrete form panel in the direction in which the concrete is placed have different shapes at each stage. 11-trei σ) Stone masonry pattern 3 (B+1 frame construction method.
の目地部に配設することを特徴とする特許請求の範囲f
1項乃至第3項のいずれかに記載のコンクリート擁壁の
石積模様形型工法。(4) Claim f characterized in that the concrete formwork fastening fittings are arranged at the joints of the masonry pattern formwork.
The masonry pattern construction method for concrete retaining walls according to any one of items 1 to 3.
る特許請求の範囲第1項乃至第4項のいす相かに記載の
コンクリート擁壁の石積模様形型枠工法。(5) A masonry pattern formwork construction method for a concrete retaining wall according to any one of the aspects of claims 1 to 4, characterized in that a pigment is mixed to give a color similar to that of concrete stone. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18438981A JPS5886222A (en) | 1981-11-19 | 1981-11-19 | Constructing method for concrete retaining wall using stone-mersonry pattern type form |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18438981A JPS5886222A (en) | 1981-11-19 | 1981-11-19 | Constructing method for concrete retaining wall using stone-mersonry pattern type form |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5886222A true JPS5886222A (en) | 1983-05-23 |
JPS6363692B2 JPS6363692B2 (en) | 1988-12-08 |
Family
ID=16152321
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18438981A Granted JPS5886222A (en) | 1981-11-19 | 1981-11-19 | Constructing method for concrete retaining wall using stone-mersonry pattern type form |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5886222A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63107512A (en) * | 1986-10-24 | 1988-05-12 | 積水化成品工業株式会社 | Concrete execution method by formwork for set stacking |
-
1981
- 1981-11-19 JP JP18438981A patent/JPS5886222A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63107512A (en) * | 1986-10-24 | 1988-05-12 | 積水化成品工業株式会社 | Concrete execution method by formwork for set stacking |
JPH0234765B2 (en) * | 1986-10-24 | 1990-08-06 | Sekisui Kaseihin Kogyo Kk |
Also Published As
Publication number | Publication date |
---|---|
JPS6363692B2 (en) | 1988-12-08 |
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