JPS58199927A - Edge releasing method of steel member in cement-based hardened object - Google Patents
Edge releasing method of steel member in cement-based hardened objectInfo
- Publication number
- JPS58199927A JPS58199927A JP8380682A JP8380682A JPS58199927A JP S58199927 A JPS58199927 A JP S58199927A JP 8380682 A JP8380682 A JP 8380682A JP 8380682 A JP8380682 A JP 8380682A JP S58199927 A JPS58199927 A JP S58199927A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- continuous wall
- steel member
- steel
- concrete
- 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
- E02D29/16—Arrangement or construction of joints in foundation structures
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)
- Piles And Underground Anchors (AREA)
Abstract
Description
【発明の詳細な説明】
この発明にセメント系硬化物中の鋼材の縁切り方法に関
するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for cutting edges of steel materials in a cement-based cured product.
従来コンクリート等のセメント系硬化物中Eこで鋼材を
縁切りする方法としてシースを使用して縁切りする方法
が採用されている。例えば伸縮目地を作製するコンクリ
ート製連続壁においては第1図に示すよう(こせん所用
鉄筋aをシースb内に挿嵌し、コンクリート連続壁C内
にてシースb内のせん所用鉄筋aをスライド可能にする
ように構成したり、或いは第2図1こ示すととくアース
アンカー工法においては引張り材dをシースbに挿嵌し
、引張り材6周辺にコンクリートが付着することを防止
し引張り材dの自由長を確保している。BACKGROUND ART Conventionally, a method of cutting edges using a sheath has been adopted as a method for edge cutting steel materials in cement-based hardened materials such as concrete. For example, in a concrete continuous wall where expansion joints are made, as shown in Fig. Alternatively, in the earth anchor construction method shown in FIG. The free length is secured.
このような工法においては引張り材やせん所用鉄筋のほ
の)にシースを必要とするため施工が面倒で、コストも
高くなる。In this construction method, a sheath is required for the tension members and the reinforcing bars for the sheathing, which makes construction laborious and increases costs.
この発明−こ力1かるセメント系硬化物中の鋼材の縁切
り方法はソースの代わりに減摩剤を使用して簡易な作業
でかつ低摩にセメント系硬化物と鋼材の縁切りを行うこ
とを目的とする。The purpose of this invention is to cut the edge of a steel material in a cement-based cured material using a friction reducing agent instead of a sauce, and to cut the edge of a cement-based cured material and steel material in a simple operation and with low friction. shall be.
次に図1こ示す実施例に基づき発明の詳細な説明する。Next, the invention will be explained in detail based on the embodiment shown in FIG.
この発明にか力Sるセメント系硬化物中の真材の縁切り
方法に使用する減摩剤1は凝結遅延剤 ”と溶出調
整剤を主成分としたものを使用する。The lubricant 1 used in the method for cutting the edge of true wood in a cement-based cured material according to the present invention is mainly composed of a setting retarder and an elution modifier.
凝結遅延剤として1jAE剤、減水剤、AE減水剤等の
うち、硬化遅延効果のあるものであって。As a setting retarder, among 1jAE agents, water reducing agents, AE water reducing agents, etc., those having a curing retarding effect are used.
例えばオキ/カルボン酸誘導体、ポリオール複合体
アルキルベンゼンスルフォン酸塩、リクニンスルフオン
酸塩、オキシカルボン酸塩、アルキノ−アリルスルフオ
ン酸高分子重合物等のものである。また浴出調整剤とし
ては粘性の高い状態となり固体表面に貼着して密着させ
ることのできるものであり、その中lこ硬化遅延剤を溶
解ある941分散さぜ、こnに接して打設したコンクI
J −ト層にわず力)づつ溶出したり移行したりする性
質を有するもので5例えばカルホキ7メチルセルローズ
CCMO) 、ポリビニルアルコール(PVA)、ポリ
アクリル酸、ポリメタアクリル酸等の水溶性合成高分子
や澱粉糊等の天然糊料、あるいはグリース等のものがあ
る。For example, oxy/carboxylic acid derivatives, polyol complexes
These include alkylbenzene sulfonate, likunin sulfonate, oxycarboxylate, alkino-allylsulfonic acid polymer, and the like. In addition, as a bath release regulator, it is in a highly viscous state and can be adhered to a solid surface. Conch I
It has the property of eluting or migrating into the J-layer without force), such as carbonyl 7-methylcellulose (CCMO), polyvinyl alcohol (PVA), polyacrylic acid, polymethacrylic acid, etc. There are natural glues such as polymer and starch glues, and greases.
次に上記した減摩剤1を使用したコンクIJ +ト連続
壁の施工(第6図)及びアースアンカーの施工(第4図
)につき説明する。Next, construction of a concrete IJ+G continuous wall (FIG. 6) and construction of an earth anchor (FIG. 4) using the above-mentioned anti-friction agent 1 will be explained.
まずコンクIJ −1−4続壁を施工する場合について
説明すると、コンクリート連続壁の単位連続壁A内に埋
設する剪断用鉄筋2の一端を隣接Aから突出する部分に
は外周に誠f!4剤1を塗布する。また単位連続壁A“
内に埋設する剪断用鉄筋2“if卓位連続壁A方向へ突
出し、同僚に減摩剤1を塗布する。この状態でコンク・
l−トロyi打設し、コンクリート6が硬化してもg厚
剤1を塗布した剪断用鉄筋2・2′の周辺部分は硬化が
遅延する。First, to explain the case of constructing a concrete IJ-1-4 continuous wall, one end of the shear reinforcing bar 2 buried within the unit continuous wall A of the concrete continuous wall is attached to the outer periphery of the part that protrudes from the adjacent A. 4 Apply agent 1. Also, unit continuous wall A”
If the shearing reinforcing bars 2" buried in the wall protrude toward the continuous wall A, apply anti-friction agent 1 to the coworker. In this state,
Even if the concrete 6 is hardened after pouring l-troyi, the hardening of the surrounding areas of the shear reinforcing bars 2 and 2' coated with the g thickening agent 1 is delayed.
従って単位連VC%tjL−A“が熱によりし偏、収縮
しても、剪断用鉄筋2・2゛の隣接する単り連続璧へ・
へ゛中へ突出した部分はスライドして隣接する単位連続
壁A、A“間の連結が確保され。Therefore, even if the unit series VC%tjL-A" is deflected and shrinks due to heat, the adjacent single continuous wall of the shear reinforcing bar 2.2"
The inwardly projecting portion slides to ensure connection between adjacent unit continuous walls A, A''.
また単位連[9A−A”が破損することもない。Further, the unit series [9A-A'' will not be damaged.
次にアースアンカーを施工する場合につき説明すると、
地山lこ削孔したボ・−リング孔4内番こ鋼棒等の引張
り材5を挿嵌する。引張り材5の地表近<71)ら一定
長さのみは外周に減摩剤1を塗布する。従って引張り材
5の最深部に位置する部分には減摩剤1を塗布せ丁、コ
ンクIJ −ト等のセメント系の硬化剤6をボーリンク
孔4内に充填し硬化させても、引張り材5の周辺力S硬
化するのは最深部に位置する部分のみで、減摩剤1を塗
布した部分周辺は硬些か遅延する。Next, I will explain when constructing an earth anchor.
A tensile material 5 such as a numbered steel rod is inserted into the bore hole 4 which has been drilled in the ground. The anti-friction agent 1 is applied to the outer periphery of the tensile material 5 only for a certain length from near the ground surface <71). Therefore, even if a lubricant 1 is applied to the deepest part of the tensile material 5, and a cement-based hardener 6 such as concrete IJ-t is filled into the bore link hole 4 and hardened, the tensile material Peripheral force S of 5 hardens only at the deepest part, and the area around the part to which anti-friction agent 1 is applied is slightly hardened.
この後引張り材5に緊張を与えれば減摩剤1を塗布した
部分はスライドし、地山に緊張を与えることが可能とな
る。After this, if tension is applied to the tensile material 5, the part coated with the anti-friction agent 1 will slide, making it possible to apply tension to the ground.
減摩剤1は硬化遅延剤と溶出調整剤との配合を変えるこ
とによって、硬化剤6の硬化速度を調整することが可能
であるため、アースアンカーを施工する場合、−週間程
度で硬化するように調整すわば引張り材5に緊張を与え
た後硬化剤6が硬化し地山と引張り材5との一体化を図
ることができる。The curing speed of the curing agent 6 can be adjusted by changing the combination of the curing retardant and the elution modifier in the antifriction agent 1. After applying tension to the tensile material 5, the curing agent 6 hardens and the soil and the tensile material 5 can be integrated.
この発明にか力\るセメント系硬化物中の鋼材の縁切り
方法は以上のような構成を有するため以下のような効果
を得ることができる。The method for cutting the edge of steel in a cement-based cured product according to the present invention has the above-described structure, and thus can obtain the following effects.
■ ソースを使用せずに減摩剤を塗布するだけで2鋼材
とセメント系硬化物等の縁切りが可能となり簡易な作業
でかつ低摩に施工を行うことができる。■ By simply applying an anti-friction agent without using any sauce, it is possible to cut the edges of two steel materials and cement-based hardened materials, making it possible to perform construction with simple work and low friction.
■ 減摩剤中の硬化遅延剤及び溶出遅延剤の配合を調整
すわば、所望の時期にセメント系硬化物を硬化させるこ
とができ、様々な施工において有効にソースの代用、そ
の後は周辺硬化を図ることができる。■ By adjusting the composition of the curing retarder and elution retarder in the lubricant, it is possible to harden the cement-based hardened product at the desired time, making it an effective substitute for sauce in a variety of construction applications, and subsequent peripheral hardening. can be achieved.
第1図は従来の伸縮目地を有するコンクリート連続壁施
工状態′の縦断面図、第2図は従来のアースアンカーの
施工状態の縦断面図、第3図はこの発明゛に力)力する
縁切り方法を使用したコンクリート連続壁の施工状態の
縦断面図、第4図はこの発明に力1かる縁切り方法を使
用したアースアンカーの施工状態の縦断面図である。
1・・減摩剤 2・2′・・剪断用鉄筋 6・・コンク
リート 4・・ポーリング孔 5・・引張り材 6・・
硬化剤 A −A’・・単位連続壁
第 1 図
21
驚2図
第4図Fig. 1 is a vertical cross-sectional view of a conventional concrete continuous wall with expansion joints in construction, Fig. 2 is a longitudinal cross-sectional view of a conventional earth anchor in construction, and Fig. 3 is an edge cut that applies this invention. FIG. 4 is a vertical cross-sectional view of a concrete continuous wall constructed using the method, and FIG. 4 is a vertical cross-sectional view of an earth anchor constructed using the 1-force edge cutting method of the present invention. 1. Anti-friction agent 2. 2'... Rebar for shearing 6.. Concrete 4.. Poling hole 5.. Tension material 6..
Hardening agent A-A'... Unit continuous wall 1st Figure 21 Figure 2 Figure 4
Claims (1)
を行うに当って、鋼材表面に予め減摩剤を塗布しセメン
ト系硬化物中に位置せしめセメント系硬化物の硬化後も
鋼材周辺の硬化に遅延せしめ鋼材とセメント系硬化物の
縁切りを行うことを特徴とするセメント系硬化物中の鋼
材の縁切り方法。(1) When cutting edges of steel materials such as steel rods in cement-based hardened materials, apply an anti-friction agent to the surface of the steel material in advance and place it in the cement-based hardened material so that it remains around the steel material even after the cement-based hardened material has hardened. A method for cutting edges of steel in a cement-based cured material, the method comprising cutting the edges of the steel and cement-based cured material by delaying the hardening of the steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8380682A JPS58199927A (en) | 1982-05-18 | 1982-05-18 | Edge releasing method of steel member in cement-based hardened object |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8380682A JPS58199927A (en) | 1982-05-18 | 1982-05-18 | Edge releasing method of steel member in cement-based hardened object |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58199927A true JPS58199927A (en) | 1983-11-21 |
JPS6216289B2 JPS6216289B2 (en) | 1987-04-11 |
Family
ID=13812903
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8380682A Granted JPS58199927A (en) | 1982-05-18 | 1982-05-18 | Edge releasing method of steel member in cement-based hardened object |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58199927A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106638674A (en) * | 2016-12-27 | 2017-05-10 | 中信建筑设计研究总院有限公司 | Anchor rod retaining wall combined with main structure and design method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5644615A (en) * | 1979-09-18 | 1981-04-23 | Kajima Corp | Method of separating solid from cement group hardened substance |
-
1982
- 1982-05-18 JP JP8380682A patent/JPS58199927A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5644615A (en) * | 1979-09-18 | 1981-04-23 | Kajima Corp | Method of separating solid from cement group hardened substance |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106638674A (en) * | 2016-12-27 | 2017-05-10 | 中信建筑设计研究总院有限公司 | Anchor rod retaining wall combined with main structure and design method |
Also Published As
Publication number | Publication date |
---|---|
JPS6216289B2 (en) | 1987-04-11 |
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