JPS585346B2 - Processing method for joints in reverse pouring method - Google Patents

Processing method for joints in reverse pouring method

Info

Publication number
JPS585346B2
JPS585346B2 JP55021275A JP2127580A JPS585346B2 JP S585346 B2 JPS585346 B2 JP S585346B2 JP 55021275 A JP55021275 A JP 55021275A JP 2127580 A JP2127580 A JP 2127580A JP S585346 B2 JPS585346 B2 JP S585346B2
Authority
JP
Japan
Prior art keywords
cast concrete
injection
post
mold
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.)
Expired
Application number
JP55021275A
Other languages
Japanese (ja)
Other versions
JPS56119075A (en
Inventor
高弊喜文
川瀬怡男
谷出直義
芳野辰一
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP55021275A priority Critical patent/JPS585346B2/en
Publication of JPS56119075A publication Critical patent/JPS56119075A/en
Publication of JPS585346B2 publication Critical patent/JPS585346B2/en
Expired legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【発明の詳細な説明】 本発明は、逆打ち工法における打継部の処理方法に関す
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for treating a spliced joint in a reverse pouring method.

逆打ち工法における鉛直方向の打継部には、後打ちコン
クリートをどのように丁寧に打込んでも、ブリージング
の上昇に伴ってレイタンスがたまると共に、後打ちコン
クリート上面の何らかの沈降は避は難く、隙間が生じや
すい。
No matter how carefully the post-cast concrete is placed in the vertical joints of the reverse casting method, laitance accumulates as breathing increases, and it is difficult to avoid some settling of the top surface of the post-cast concrete, resulting in gaps. is likely to occur.

特に断面の複雑な最近の建物では不注意な施工をすれば
外面にも明確に大きな隙間が生じ、外観上はもとより強
度不足、漏水等の問題を生じるため、何らかの処理をし
なければならない場合が多い。
Particularly in modern buildings with complex cross-sections, if construction is done carelessly, large gaps will clearly form on the exterior surface, which may not only improve the appearance but also cause problems such as lack of strength and water leakage, so some sort of treatment may be required. many.

この処理方法としては、注入法と充填法とが知られてい
る。
As this processing method, injection method and filling method are known.

充填法は、第1図に示す如く、先打ちコンクリ−とC1
との間に大きな隙間が形成されるように後打ちコンクリ
ートC2を完全に分難じた状態に打設し、間隙周辺を型
枠aで覆って、その内部に膨張材入りセメントペースト
等すを充填する方法であり、最も信頼できる効果的な方
法である。
As shown in Figure 1, the filling method is pre-cast concrete and C1.
Pour the post-cast concrete C2 in a completely divided state so that a large gap is formed between the concrete and the concrete, cover the area around the gap with formwork a, and put cement paste containing an expansive material inside it. It is the most reliable and effective method of filling.

然し乍ら、この方法は非常にコスト高となり、今まで罠
も、よほどの理由がない限り採用される機会は少なかっ
た。
However, this method is very costly, and until now traps have rarely been used unless there is a very good reason.

因みに、現状でのコスト比は、打継部の処理を行なわな
い場合(単なる打継)を1とすると、概ね次のような値
になっている。
Incidentally, the current cost ratio is approximately as follows, assuming that the case where no processing is performed on the joining part (mere joining) is set to 1.

単なる打継:注入法:充填法=1:3.6:8従って、
コストを考慮すると、打継部の処理には、注入法を採用
せざるを得ないのが現状である。
Mere joint: Injection method: Filling method = 1:3.6:8 Therefore,
Considering cost, it is currently necessary to adopt the injection method to treat the joints.

従来の注入法例は、 イ 第2図、第3図に示すように、予め、注入パイプC
又は溝入溝dを先打ちコンクリートC1に設けておき、
後打ちコンクリートC2の打設後、それらを使って打継
部に膨張材入りセメントペースト等を注入する方法と、 ロ 事前に何ら注入用の細工をせず、後打ちコンクリー
トC2の打設後、打継部に沿ってドリル等で注入孔を穿
設し、この孔から注入する方法とがあるが、これらの注
入法は、いずれも信頼性が乏しく、充分な処理ができて
いないのが現状である。
An example of the conventional injection method is as shown in Figures 2 and 3.
Alternatively, a grooving groove d is provided in the pre-cast concrete C1,
After pouring the post-cast concrete C2, use them to inject cement paste containing an expanding material into the joint, and (b) After pouring the post-cast concrete C2 without making any preparations for injection in advance. There is a method of drilling an injection hole with a drill etc. along the joint and injecting from this hole, but these injection methods are currently unreliable and have not been adequately processed. It is.

即ち、イの方法では、後打ちコンクリートC2の打設以
前に注入パイプCや注入溝dによる注入用の空用を形成
しているため、後打ちコンクリートC2の打設によって
目づまりを起こし、注入が不能又は不完全になることが
多い。
That is, in method A, since the injection pipe C and the injection groove d are used to form an empty space for injection before pouring the post-cast concrete C2, clogging occurs due to the pouring of the post-cast concrete C2, which prevents the pouring. Often disabled or incomplete.

また、口の方法では、ドリルを用いても、打継部の内部
には鉄骨、鉄筋等が位置するため、奥深くまで穿孔でき
ず、一方、打継部の隙間は必ずしも均一な状態に生じる
ものではなく、むしろ、内部の鉄骨周り等に隙間ができ
ることが多いので、注入が表面近くでのみ行なわれ、内
部まで注入処理できないことがある。
In addition, with the drilling method, even if a drill is used, it is not possible to drill deeply because steel frames, reinforcing bars, etc. are located inside the joint, and on the other hand, the gaps at the joint are not necessarily uniform. Rather, since gaps often form around the internal steel frame, injection is performed only near the surface and may not be able to reach the inside.

本発明は、従来方法によるこれらの欠点を一掃し得る処
理方法を提案するものであり、先打ちコンクリートの底
面に注入孔作製用型枠を配置した状態で後打ちコンクリ
ートを打設し、後打ちコンクリートの硬化後、前記型枠
を除去して注入孔を作製し、該注入孔から打継部に膨張
材入りセメントペースト等の注入剤を注入する点に特徴
がある。
The present invention proposes a processing method that can eliminate these drawbacks of conventional methods. Post-cast concrete is poured with a formwork for making injection holes placed on the bottom of pre-cast concrete, and post-cast concrete is placed on the bottom of the pre-cast concrete. The method is characterized in that after the concrete hardens, the formwork is removed to create an injection hole, and an injection agent such as a cement paste containing an expansive material is injected into the joint through the injection hole.

尚、本発明における型枠の除去手段としては、後述する
通り、型枠を抜き取る方法と溶剤で溶かす方法とがある
In addition, as a method for removing the formwork in the present invention, there are a method of pulling out the formwork and a method of dissolving it with a solvent, as described later.

以下、本発明の実施例を図面に基づいて説明する。Embodiments of the present invention will be described below based on the drawings.

先ず、第4図イに示すように、先打ちコンクリートC1
の底面に沿って位置する注入孔作製用型枠1を、後打ち
コンクリート用型枠2に抜取り可能な状態に支持させて
おく。
First, as shown in Figure 4A, pre-cast concrete C1
A formwork 1 for making injection holes located along the bottom surface of the concrete is supported by a formwork 2 for post-cast concrete so that it can be extracted.

この状態で、第4図口の如く、後打ちコンクリートC2
を打設する。
In this state, as shown in Figure 4, post-cast concrete C2
to be poured.

後打ちコンクリートC2がある程度硬化した後、つまり
、型枠2の解体には早しが、打継部では上方から大きな
荷重が加わらなしため成形が可能であるといった適当な
硬さまで硬化した時点で、第4図ハに示すように、型枠
2の外方からの操作によって注入孔作製用型枠1を抜き
取り、打継部への注入孔8を形成する。
After the post-cast concrete C2 has hardened to a certain degree, that is, when it has hardened to an appropriate hardness that allows for quick dismantling of the formwork 2, but allows for forming since no large load is applied from above at the joints. As shown in FIG. 4C, the mold 1 for making injection holes is removed by operating from the outside of the mold 2, and injection holes 8 for the splicing part are formed.

後打ちコンクリートC2が脱型可能な硬さまで硬化しだ
ら、第4図二、ホに示す如く、型枠2を解体し、前記注
入孔3から膨張材入りセメントペースト等の注入剤4を
注入する。
When the post-cast concrete C2 has hardened to a hardness that allows it to be removed from the mold, the formwork 2 is dismantled and a pouring agent 4 such as cement paste containing an expansive material is injected through the injection hole 3, as shown in FIG. 4 2 and E. .

この注入作業は、注入剤4が注入孔3の開口端近くから
短絡的に洩れ出ないよう注入孔3近くの打継部周辺をシ
ールして行なわれるが、この点については、従来の注入
法と同じであるため、図示説明を省く。
This injection work is carried out by sealing the area around the joint near the injection hole 3 to prevent the injection agent 4 from leaking from near the opening end of the injection hole 3 in a short-circuit manner. Since this is the same as the above, illustrations and explanations will be omitted.

上記の実施例によれば、後打ちコンクリートC2の打設
後に注入孔3を作製するため、目づまりがなく、打継部
内部まで有効な注入処理が可能である。
According to the above embodiment, since the injection hole 3 is created after pouring the post-cast concrete C2, there is no clogging and effective injection can be performed to the inside of the joint.

しかも、後打ちコンクリートC2が完全に硬化する前に
、注入孔作製用型枠1を抜き取るため、抜取り作業を容
易に行なえるのである。
Furthermore, since the injection hole forming form 1 is removed before the post-cast concrete C2 is completely hardened, the removal work can be easily performed.

尚、後打ちコンクリートC2が完全に硬化し、型枠2を
解体した後、注入孔作製用型枠1を抜き取ることも可能
であるが、この場合には、該型枠1をクサビ状に形成し
たり、型枠1表面にグリス等の離型剤を塗布する等、抜
取りを容易にするための配慮が必要である。
Note that after the post-cast concrete C2 has completely hardened and the formwork 2 has been dismantled, it is also possible to remove the formwork 1 for making injection holes, but in this case, the formwork 1 is formed into a wedge shape. Consideration must be taken to facilitate removal, such as applying a mold release agent such as grease to the surface of the mold 1.

第5図は、その好適な例を示す。FIG. 5 shows a suitable example thereof.

同図の注入孔作製用型枠1は、樹脂テープ1aを円筒状
に螺旋巻きしたものであ夛、一端を軸線方向に引っ張る
ことによって、樹脂テープ1aの重なり代が減少すると
共に、円筒状型枠1が縮径するため、後打ちコンクリー
トC2が完全に硬化した後でも、わずかな力によって抜
き取ることが可能である。
The injection hole making mold 1 shown in the figure is made by spirally winding a resin tape 1a into a cylindrical shape.By pulling one end in the axial direction, the overlapping margin of the resin tape 1a is reduced, and the cylindrical shape is Since the frame 1 is reduced in diameter, even after the post-cast concrete C2 has completely hardened, it can be pulled out with a slight force.

第6図イ〜ホは別の実施例を示し、注入孔作製用型枠1
として発泡スチロール等の合成樹脂よりなる型枠を使用
し、この合成樹脂製注入孔作製用型枠1を先打ちコンク
リートC1の底面に取り付けた状態で後打ちコンクリー
トC2を打設し、硬化後、型枠2を解体して、シンナー
等の溶剤を流し込み、前記合成樹脂製注入孔作製用型枠
1を溶かすことによって注入孔3を形成する点に特徴が
ある。
Figures 6A to 6H show another embodiment, and formwork 1 for making injection holes.
A formwork made of synthetic resin such as styrofoam is used as a mold, and with this synthetic resin injection hole making formwork 1 attached to the bottom of pre-cast concrete C1, post-cast concrete C2 is poured, and after hardening, the mold The injection hole 3 is formed by dismantling the frame 2, pouring a solvent such as thinner, and melting the injection hole making mold 1 made of synthetic resin.

即ち、先ず、第6図イに示すように、任意形状、任意太
さの合成樹脂製注入孔作製用型枠1を複数本、先打ちコ
ンクリートC1の底面に取り付ける。
That is, first, as shown in FIG. 6A, a plurality of molds 1 for making injection holes made of synthetic resin and having any shape and thickness are attached to the bottom of pre-cast concrete C1.

この取付けは、第7図に示すように、先打ちコンクリー
トC1の脱型後、ガムテープ又は接着剤5等で先打ちコ
ンクリートC1底面に貼着することによって行なっても
よく、あるいは、第8図に示すように、先打ちコンクリ
ート作製用型枠6の底板部分上面に仮止めして先打ちコ
ンクリートC1を打設し、脱型した際、前記型枠1を先
打ちコンクリートC1側に、その底面と面一状に残置さ
せるようにして行なってもよい。
This attachment may be done by attaching it to the bottom surface of the pre-cast concrete C1 with packing tape or adhesive 5 after demolding the pre-cast concrete C1, as shown in FIG. 7, or as shown in FIG. As shown, pre-cast concrete C1 is temporarily fixed on the upper surface of the bottom plate of a form 6 for producing pre-cast concrete, and when the mold is removed, the form 1 is placed on the pre-cast concrete C1 side, and its bottom surface and It may also be done by leaving it flush.

次に、第6図口に示す如く、型枠2を組んで、その内部
に後打ちコンクリートC2を打設する。
Next, as shown in Figure 6, a formwork 2 is assembled and post-cast concrete C2 is placed inside it.

後打ちコンクリートC2の硬化後、第6図へに示すよう
に型枠2を解体すると共に、後打ちコンクリート投入口
に形成される耳部C’2を削り取る。
After the post-cast concrete C2 has hardened, the formwork 2 is dismantled as shown in FIG. 6, and the selvage C'2 formed at the post-cast concrete inlet is scraped off.

しかる後、シンナー等の溶剤を流し込んで、前記型枠1
を溶かし、第6図二及び第9図に示すように、注入口3
を形成する。
After that, a solvent such as thinner is poured into the formwork 1.
As shown in Figure 6 2 and Figure 9, fill the inlet 3.
form.

尚、図中7は鉄骨である。In addition, 7 in the figure is a steel frame.

次いで、第6図ホに示す如く、注入孔3から打継部へと
注入剤4を注入する。
Next, as shown in FIG. 6E, the injection agent 4 is injected from the injection hole 3 into the splicing part.

この注入作業は、先にも述べた通り、従来の注入法と同
様に、打継部周辺をシールして行なう。
As mentioned above, this injection work is performed by sealing the area around the spliced joint, similar to the conventional injection method.

注入孔3は複数本形成されており、1つの注入孔3で注
入が行なわれている間、他のいずれかの注入孔3は空気
抜きとしての役目を果たす。
A plurality of injection holes 3 are formed, and while one injection hole 3 is injecting, any other injection hole 3 serves as an air vent.

上記の実施例によれば、後打ちコンクリートC2の硬化
後に注入孔3が穿けられるため、後打ちコンクリートC
2による目づまりの心配がなく、しかも、型枠1の除去
は、型枠1を溶解することによって行なわれるため、曲
りくねった形状の型枠1を採用することも可能であり、
好みの形状、深さの注入孔3が得られる。
According to the above embodiment, since the injection hole 3 is drilled after the post-cast concrete C2 hardens, the post-cast concrete C
There is no need to worry about clogging caused by the mold 1, and since the mold 1 is removed by melting the mold 1, it is possible to use a curved mold 1.
An injection hole 3 having a desired shape and depth can be obtained.

従って、打継部の注入処理を非常に効果的に行なえるの
である。
Therefore, the injection process for the joint can be carried out very effectively.

また、溶はカスは殆んど無視できる程度であり、注入に
は殆んど影響がない。
Furthermore, the amount of dissolved residue is almost negligible, and has almost no effect on injection.

勿論、溶解後、ホースで注水してシンナー(コンクリー
トに悪影響はない)当と、溶はカスとを洗い流すことも
可能であるが、模型実験によれば、水洗いした注入孔3
も水洗いしなかった注入孔3も、注入作業及び注入処理
後の打継部の状態には殆んど差異は認められなかった。
Of course, after melting, it is possible to inject water with a hose to wash away the thinner (which has no negative effect on the concrete) and the melt residue, but according to model experiments, the water-washed injection hole 3
There was almost no difference in the condition of the spliced joint after the injection work and the injection treatment for injection hole 3, which was not washed with water.

尚、上記の実施例では、後打ちコンクリートC2を型枠
2内に、型枠2上端に形成されたロート状の投入口から
打設しているため、耳部C’2を削り取ることによって
合成樹脂製注入孔作製用型枠1端部を露出させているが
、第10図に示す如く、該型枠1を、その外端側が光灯
ちコンクリートC1の側面まで立上った形状に作製して
おけば、耳部C’2を刷り取る前に、溶剤の流込みを行
なうことができる。
In the above example, since the post-cast concrete C2 is poured into the formwork 2 from the funnel-shaped inlet formed at the upper end of the formwork 2, the composite material is formed by scraping off the ear part C'2. The end of the mold 1 for making resin injection holes is exposed, but as shown in FIG. If this is done, the solvent can be poured in before the edge portion C'2 is printed.

また、第11図に示すように、光灯ちコンクリートC1
に埋設した上下方向のスリーブ8を介して後打ちコンク
リートC2を打設する等、耳部を形成することなく後打
ちコンクリートC2を打設できる場合には、合成樹脂製
注入孔作製用型枠1の外端面を型枠2の内面に当接させ
た状態で後打ちコンクリートC2を打設すれば、脱型後
、直ちに溶剤を流し込むことができる。
In addition, as shown in Fig. 11, light lamp concrete C1
If the post-cast concrete C2 can be cast without forming an ear, such as by pouring the post-cast concrete C2 through a vertical sleeve 8 buried in the synthetic resin injection hole forming form 1. If the post-cast concrete C2 is poured with the outer end surface of the mold 2 in contact with the inner surface of the formwork 2, the solvent can be poured immediately after demolding.

合成樹脂製注入孔作製用型枠1の材料樹脂としては、溶
剤に簡単に溶けて有害な物質を残さない合成樹脂であれ
ば足り、例えば、発泡スチロールがその代表である。
The material resin for the synthetic resin mold 1 for making injection holes may be any synthetic resin that easily dissolves in a solvent and leaves no harmful substances, such as styrofoam, for example.

これに対する溶剤としては、上述したシンナーの役目を
果たす有機溶剤、例えば、トルエン、ベンゼン、キシレ
ンのような芳香族系溶剤、エチレンジクロライド、トリ
クロロエチレンのようなハロゲン化炭化水素ならびに、
酢酸ブチルのようなエステル類、ジオキサンのようなエ
ーテル類で発泡スチロールを溶解する能力のある無害の
溶剤であれば、どのようなものでも採用可能である。
Solvents for this include the above-mentioned organic solvents that act as thinners, aromatic solvents such as toluene, benzene, and xylene, halogenated hydrocarbons such as ethylene dichloride and trichloroethylene, and
Any harmless solvent capable of dissolving expanded polystyrene such as esters such as butyl acetate or ethers such as dioxane can be used.

本発明は、上述した構成よりなり、後打ちコンクリート
の硬化後に、注入孔が形成されるため、後打ちコンクリ
ートによる目づまりの虞れがなく、しかも、任意深さの
注入孔を作製でき、打継部内部まで確実かつ良好に注入
処理することが可能である。
The present invention has the above-mentioned configuration, and since the injection hole is formed after the post-cast concrete has hardened, there is no risk of clogging due to the post-cast concrete, and the injection hole can be made to any depth. It is possible to perform injection treatment reliably and well to the inside of the part.

殊に、実施例のように、発泡スチロール等のような合成
樹脂製の注入孔作製用型枠を使用し、これを溶かすこと
によって注入孔を作製する場合には、任意形状の注入孔
を手軽に作製することができ、注入効果を一層向上し得
るのである。
In particular, as in the example, when a mold for making injection holes made of synthetic resin such as styrofoam is used and the injection holes are made by melting it, injection holes of arbitrary shapes can be easily created. Therefore, the injection effect can be further improved.

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

第1図乃至第3図は各々従来方法を示す縦断面図、第4
図イ、口、ハ、二、ホは本発明の実施例を示す縦断面図
、第5図は注入孔作製用型枠の一例を示す斜視図、第6
図イ、口、ハ、二、ホは本発明の他の実施例を示す縦断
面ら第7図、第8図は各々光灯ちコンクリートに対する
注入孔作製用型枠の取付は方法を示す縦断面図、第9図
は注入孔を示す打継部の横断面図、第10図、第11図
は別の実施例を示す要部の縦断面図である。 C1……先打ちコンクリート、C2……後打ちコンクリ
ート1……注入孔作製用型枠、3……注入孔、4……注
入剤。
Figures 1 to 3 are longitudinal sectional views showing the conventional method, and Figure 4 is a vertical sectional view showing the conventional method.
Figures A, C, C, II, and H are longitudinal cross-sectional views showing embodiments of the present invention, Fig. 5 is a perspective view showing an example of a mold for making injection holes, and Fig. 6
Figures A, C, C, II, and H are longitudinal sections showing other embodiments of the present invention, and Figs. 7 and 8 are longitudinal sections showing a method for attaching a mold for making injection holes to concrete with light lamps, respectively. FIG. 9 is a cross-sectional view of the joining part showing the injection hole, and FIGS. 10 and 11 are longitudinal cross-sectional views of main parts showing another embodiment. C1... Pre-cast concrete, C2... Post-cast concrete 1... Formwork for making injection holes, 3... Injection holes, 4... Injection agent.

Claims (1)

【特許請求の範囲】 1 先打ちコンクリートの底面に注入孔作製用型枠を配
置した状態で後打ちコンクリートを打設し、後打ちコン
クリートの硬化後、前記型枠を除去して注入孔を作製し
、該注入孔から打継部に膨張材入りセメントペースト等
の注入剤を注入することを特徴とする逆打ち工法におけ
る打継部の処理方法。 2 前記注入孔作製用型枠として発泡スチロール等のよ
うな溶剤に簡単に溶けて有害な物質を残さない合成樹脂
よりなる型枠が使用され、前記型枠の除去がこの合成樹
脂製型枠を溶剤で溶かすことによってなされることを特
徴とする特許請求の範囲第1項に記載の逆打ち工法にお
ける打継部の処理方法。 3 前記合成樹脂が発泡スチロールであり、前記溶剤が
シンナーである特許請求の範囲第2項に記載の逆打ち工
法における打継部の処理方法。
[Claims] 1 Post-cast concrete is placed with a formwork for making injection holes placed on the bottom of pre-cast concrete, and after the post-cast concrete hardens, the formwork is removed to create injection holes. A method for treating a spliced joint in a reverse pouring method, which comprises: injecting a filler such as cement paste containing an expansive material into the spliced joint from the injection hole. 2 As the mold for making the injection hole, a mold made of a synthetic resin such as styrofoam that easily dissolves in a solvent and leaves no harmful substances is used, and the removal of the mold makes the synthetic resin mold 2. A method for treating a spliced joint in a reverse pouring method according to claim 1, characterized in that the treatment is carried out by melting the spliced part in the reverse pouring method. 3. The method for treating a spliced joint in a reverse pouring method according to claim 2, wherein the synthetic resin is styrofoam and the solvent is a thinner.
JP55021275A 1980-02-21 1980-02-21 Processing method for joints in reverse pouring method Expired JPS585346B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55021275A JPS585346B2 (en) 1980-02-21 1980-02-21 Processing method for joints in reverse pouring method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55021275A JPS585346B2 (en) 1980-02-21 1980-02-21 Processing method for joints in reverse pouring method

Publications (2)

Publication Number Publication Date
JPS56119075A JPS56119075A (en) 1981-09-18
JPS585346B2 true JPS585346B2 (en) 1983-01-31

Family

ID=12050564

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55021275A Expired JPS585346B2 (en) 1980-02-21 1980-02-21 Processing method for joints in reverse pouring method

Country Status (1)

Country Link
JP (1) JPS585346B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3913805A1 (en) * 1988-04-28 1989-11-09 Takenaka Corp METHOD FOR PRODUCING CONSTRUCTION CONNECTIONS FOR CONCRETE FROM TOP TO DOWN

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59213821A (en) * 1983-05-17 1984-12-03 Takenaka Komuten Co Ltd Joint treatment in inverted placement work
JPS59213822A (en) * 1983-05-18 1984-12-03 Takenaka Komuten Co Ltd Joint treatment of underground surrounding wall in inverted placement work
JPH0749712B2 (en) * 1988-06-07 1995-05-31 株式会社大林組 A method for placing new concrete that is spliced and formed on the lower surface of an existing concrete structure.
JP6134374B2 (en) * 2015-12-22 2017-05-24 鹿島建設株式会社 Concrete jointing method
JP6931976B2 (en) * 2016-04-07 2021-09-08 大成建設株式会社 Concrete placing method for vertical skeleton by post-casting
JP7094717B2 (en) * 2018-02-20 2022-07-04 株式会社竹中工務店 Press-fit method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3913805A1 (en) * 1988-04-28 1989-11-09 Takenaka Corp METHOD FOR PRODUCING CONSTRUCTION CONNECTIONS FOR CONCRETE FROM TOP TO DOWN

Also Published As

Publication number Publication date
JPS56119075A (en) 1981-09-18

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