JPH01312164A - Retension and anchoring method of tensile material - Google Patents
Retension and anchoring method of tensile materialInfo
- Publication number
- JPH01312164A JPH01312164A JP14254888A JP14254888A JPH01312164A JP H01312164 A JPH01312164 A JP H01312164A JP 14254888 A JP14254888 A JP 14254888A JP 14254888 A JP14254888 A JP 14254888A JP H01312164 A JPH01312164 A JP H01312164A
- Authority
- JP
- Japan
- Prior art keywords
- wedge
- sheath
- tensile material
- tension
- pushing
- 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
- 239000000463 material Substances 0.000 title claims abstract description 34
- 238000000034 method Methods 0.000 title claims description 18
- 238000004873 anchoring Methods 0.000 title claims 2
- 210000002435 tendon Anatomy 0.000 claims description 26
- 239000002184 metal Substances 0.000 abstract 2
- 235000019687 Lamb Nutrition 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は地盤アンカー等として設置されている緊張材
を再度緊張する場合の緊張材の再緊張・定着工法に関す
るものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a method for re-tensioning and fixing tendons installed as ground anchors, etc., when tensioning them again.
一般に、プレストレストコンクリート工法では、緊張材
を再度緊張してコンクリート躯体に再度プレストレスを
導入することがある。Generally, in the prestressed concrete construction method, the tendons may be re-tensioned to reintroduce prestress into the concrete frame.
又、緊張材端部を定着・固定する方法としてウェッジ方
式がある。このウェッジ方式は施工が比較的容易なこと
からよく採用される。Further, there is a wedge method as a method for fixing and fixing the ends of the tendon material. This wedge method is often adopted because it is relatively easy to construct.
(発明が解決しようとする課題〕
所で、緊張材端部をウェッジ方式によって定着する場合
、−度定着・固定した緊張材を再度緊張することは比較
的容易に可能であるが、多くの場合、当初、緊張材端部
を定着・固定する際に、緊張材端部を短く切ってしまう
為、緊張材を再び緊張し、定着・固定することは容易で
ない。(Problem to be Solved by the Invention) By the way, when the ends of the tension material are fixed by the wedge method, it is relatively easy to re-tension the tension material that has been fixed and fixed by -degree, but in many cases. Initially, when fixing and fixing the ends of the tendons, the ends of the tendons are cut short, so it is not easy to tension and fix the tendons again.
しかし、緊張材端部を長くしておくと邪魔になり、その
処理が面倒であった。However, if the ends of the tendons are made long, they become a nuisance and their disposal is troublesome.
この発明はこのような前記従来の問題点を解決するため
に提案されたもので、ウェッジ方式によって定着・固定
されている緊張材を再度緊張し、その端部を定着・固定
する際に、緊張材の緊張及び端部の定着・固定を簡単に
行うことができる緊張材の再緊張・定着方法を提供する
ことを目的とするものである。This invention was proposed in order to solve the above-mentioned conventional problems, and it is possible to re-tension the tendon material that has been fixed and fixed by the wedge method, and to reduce the tension when fixing and fixing the end part. It is an object of the present invention to provide a method for re-tensioning and fixing tensioning material, which can easily tension the material and fix and fix the ends.
この発明は地盤アンカー用緊張材等の再緊張定着方法に
関するもので、ウェッジ方式によって定着・固定されて
いる緊張材端部に新たな緊張材を接続金具によって接続
し、当該緊張材をウェッジ押し込みシースの中に通すと
共に当該押し込みシースをラムチェアの中に建て付け、
当該ラムチェアの上にセンターホール型ジヤツキを設置
し、当該センターホール型ジヤツキの緊張シリンダーに
よって前記緊張材を緊張し、続いて前記センターホール
型ジヤツキの定着シリンダーによってウェッジ押し込み
シースを押し下げることにより前記緊張材を定着・固定
しているウェッジをアンカーデスクの貫通孔の中に再度
押し込むことによって前記目的を達成する。This invention relates to a method for re-tensioning tendons for ground anchors, etc., in which a new tendon is connected to the end of the tendon, which has been anchored and fixed by a wedge method, using a connecting fitting, and the said tendon is pushed into the sheath by the wedge method. and install the push-in sheath inside the ram chair,
A center hole jack is installed on the ram chair, the tension cylinder of the center hole jack is used to tension the tension material, and the fixing cylinder of the center hole jack is then used to push down the wedge pushing sheath to tighten the tension material. This objective is achieved by pushing the wedge, which is anchored and fixed, back into the through hole of the anchor disk.
以下、この発明に係る緊張材の再緊張・定着方法を、第
1図〜第8図に基づいて順を追って説明する。Hereinafter, the method for re-tensioning and fixing tendons according to the present invention will be explained step by step based on FIGS. 1 to 8.
■ 既に緊張され、且つウェッジ方式によって定着・固
定されている緊張材1の端部に新たに所定長さの緊張材
2を2個の接続金具3.3によって接続する。(2) Connect a new tension material 2 of a predetermined length to the end of the tension material 1, which has already been tensioned and fixed/fixed by the wedge method, using two connecting fittings 3.3.
接続金具3.3は柱状に形成され、且つ中央部に数頭円
錐形状の貫通孔4.4が形成されている。The connecting fitting 3.3 is formed into a columnar shape, and a through hole 4.4 in the shape of several cones is formed in the center.
又、接続金具3.3のうち、一方の端部には雄ねじ部5
が、他方の端部には雌ねし部6がそれぞれ形成され、そ
して、前記雄ねじ部5と雌ねじ部6とを螺合することに
より接続金具3.3は一つに連結することができる。Also, one end of the connecting fitting 3.3 has a male threaded portion 5.
However, a female threaded portion 6 is formed at the other end, and by screwing the male threaded portion 5 and the female threaded portion 6 together, the connecting fittings 3.3 can be connected as one.
このような構成に於いて、緊張材1と2を連結するには
、接続金具3.3の貫通孔4.4に緊張材1.2の端部
を挿入すると共に貫通孔4にウェッジ7を挿入すること
により緊張材1と2の端部に接続金具3.3を取り付け
、更に雄ねじ部5と雌ねじ部6とを螺合することにより
接続金具3.3を連結する。In such a configuration, in order to connect the tendons 1 and 2, the end of the tendon 1.2 is inserted into the through hole 4.4 of the connecting fitting 3.3, and the wedge 7 is inserted into the through hole 4. The connecting fittings 3.3 are attached to the ends of the tendons 1 and 2 by insertion, and the connecting fittings 3.3 are connected by screwing the male threaded portion 5 and the female threaded portion 6 together.
■ 緊張材1と2を連結したら、緊張材1及び2をウェ
ッジ押し込み用シース8の中に通すと共に接続金具3.
3をウェッジ押し込み用シース8の中に挿入する。- After connecting the tension members 1 and 2, pass the tension members 1 and 2 through the wedge pushing sheath 8 and connect the connecting fitting 3.
3 into the wedge pushing sheath 8.
ウェッジ押し込み用シース8.8のうち、一方の端部に
は雄ねじ部5が、他方の端部には雌ねじ部6が形成され
ている。そして、前記雄ねし部5と雌ねじ部6とを螺合
することによりウェッジ押し込み用シース8.8を一つ
に連結することができるものである。The wedge-pushing sheath 8.8 has a male thread 5 formed at one end and a female thread 6 formed at the other end. By screwing the male threaded portion 5 and the female threaded portion 6 together, the wedge pushing sheath 8.8 can be connected together.
ウェッジ押し込み用シース8.8の上下端部にウェッジ
押し込みブロック9.9を取り付ける。A wedge pushing block 9.9 is attached to the upper and lower ends of the wedge pushing sheath 8.8.
上下ウェッジ押し込みブロック9.9のうち下側のウェ
ッジ押し込みブロック9は緊張材1をアンカーデスク1
0の貫通孔10aに定着・固定しているウェッジ11の
上に突きイ」ける。The lower wedge pushing block 9 of the upper and lower wedge pushing blocks 9 holds the tension material 1 on the anchor desk 1.
0 onto the wedge 11 fixed and fixed in the through hole 10a.
■ 続いて、アンカーデスク10の上にラムチェア12
を設置する。■ Next, a ram chair 12 is placed on the anchor desk 10.
Set up.
ラムチェア12は緊張材1を緊張する際の反力受けとな
るものであり、円筒形に形成され、上端部に複数個の貫
通孔13が形成されている。The ram chair 12 serves as a reaction force receiver when tensioning the tension material 1, and is formed in a cylindrical shape, with a plurality of through holes 13 formed at the upper end.
そして、貫通孔13に上下ウェッジ押し込みブロック9
.9のうち上側のウェッジ押し込みブロック9を緊張材
2と共に通ず。Then, push the upper and lower wedge blocks 9 into the through hole 13.
.. 9, the upper wedge pushing block 9 is passed through together with the tension material 2.
■ 続いて、センターホール型ジヤツキ14に緊張材1
を通すと共に当該センターホール型ジヤツキ14をラム
チェア12の上に載せる。■ Next, add tension material 1 to the center hole jack 14.
At the same time, the center hole type jack 14 is placed on the ram chair 12.
続いて、ジヤツキ14の緊張シリンダー15にウェッジ
16によって緊張材1を固定する。Subsequently, the tension material 1 is fixed to the tension cylinder 15 of the jack 14 with a wedge 16.
■ 続いて、センターホール型ジヤツキ14によって緊
張材1を緊張する。緊張材1を緊張するとアンカーデス
ク10内のウェッジ11が引き抜かれ、緊張材1に再度
プレストレスが導入される。■ Subsequently, the tension material 1 is tensioned using the center hole jack 14. When the tendon 1 is tensioned, the wedge 11 in the anchor desk 10 is pulled out and prestress is introduced into the tendon 1 again.
■ 続いて、所定の緊張力を導入後、ジヤツキ14の定
着シリンダー17を下げることによりウェッジ押し込み
用シース8を押し下げ、引き抜かれたウェッジ11をア
ンカーデスク10の貫通孔jOaに再び押し込むことに
よって緊張材1の端部を再び定着・固定する。■ Subsequently, after introducing a predetermined tension force, the wedge pushing sheath 8 is pushed down by lowering the fixing cylinder 17 of the jack 14, and the pulled out wedge 11 is pushed into the through hole jOa of the anchor desk 10 again to tighten the tension material. Fix and fix the end of 1 again.
以下、同様の作業を他の緊張材に対して行う。Hereinafter, similar operations are performed on other tendons.
E発明の効果1
この発明は以上の構成からなるので以下の効果を有する
。E Effects of the Invention 1 This invention has the above-mentioned configuration and has the following effects.
この方法によれば、緊張材の再緊張と定着・固定を連続
的に行うことができる為、作業性が極めて良い。According to this method, the tensioning material can be re-tensioned and fixed/fixed continuously, so the workability is extremely high.
又、緊張材端部が少々短くても作業を難無く行うことが
できる為、当初、緊張材端部を定着・固定する際に、緊
張材端部を敢えて長めにしておかなくともよい。従って
定着・固定後の緊張材端部をコンパクトに納めることが
できる。Further, since the work can be carried out without difficulty even if the ends of the tendons are a little short, there is no need to intentionally make the ends of the tendons longer when fixing and fixing the ends of the tendons at first. Therefore, the ends of the tension material after being fixed and fixed can be stored compactly.
第1図〜第8図はこの発明の一実施例を示したもので、
第1〜第5図はこの発明の作業方法を示す工程図、第6
図はラムチェアの設置状態を示す斜視図、第7図はウェ
ッジ押し込みシースの斜視図、第8図は接続金具の斜視
図である。
■、2・・・緊張材、3・・・接続金具、4・・・貫通
孔、5・・・雄ねじ部、6雌ねじ部、7・・・ウェッジ
、8・・・ウェッジ押し込み用シース、9・・・ウェッ
ジ押し込みブロック、10・・・アンカーデスク、11
・・・ウェッジ、12・・・ラムチェア、13・・・貫
通孔、14・・・センターホール型ジヤツキ、15・・
・緊張シリンダー、16・・・ウェッジ、17・・・定
着シリンダー。Figures 1 to 8 show an embodiment of this invention.
Figures 1 to 5 are process diagrams showing the working method of this invention;
7 is a perspective view of the wedge push-in sheath, and FIG. 8 is a perspective view of the connecting fitting. ■, 2... Tension material, 3... Connection fitting, 4... Through hole, 5... Male threaded part, 6... Female threaded part, 7... Wedge, 8... Sheath for pushing wedge, 9 ... Wedge push block, 10 ... Anchor desk, 11
... Wedge, 12... Lamb chair, 13... Through hole, 14... Center hole type jack, 15...
- Tension cylinder, 16... Wedge, 17... Fixing cylinder.
Claims (1)
材端部に新たな緊張材を接続金具によって接続し、当該
緊張材をウェッジ押し込みシースの中に通すと共に当該
押し込みシースをラムチェアの中に建て付け、当該ラム
チェアの上にセンターホール型ジャッキを設置し、当該
センターホール型ジャッキの緊張シリンダーによって前
記緊張材を緊張し、続いて前記センターホール型ジャッ
キの定着シリンダーによってウェッジ押し込みシースを
押し下げることにより前記緊張材を定着・固定している
ウェッジをアンカーデスクの貫通孔の中に再度押し込む
ことを特徴とする緊張材の再緊張・定着工法。(1) Connect a new tendon to the end of the tendon that has been fixed and fixed by the wedge method using a connecting fitting, pass the tendon through the wedge-pushing sheath, and erect the sheath into the ram chair. , a center hole type jack is installed on the ram chair, the tension material is tensioned by the tension cylinder of the center hole type jack, and the wedge pushing sheath is then pushed down by the anchoring cylinder of the center hole type jack to tension the tension material. A method for re-tensioning and fixing tendon material, which is characterized by pushing the wedge that is fixing and fixing the material into the through hole of the anchor desk again.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14254888A JPH0625473B2 (en) | 1988-06-09 | 1988-06-09 | Re-tensioning and fixing method of tension material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP14254888A JPH0625473B2 (en) | 1988-06-09 | 1988-06-09 | Re-tensioning and fixing method of tension material |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01312164A true JPH01312164A (en) | 1989-12-15 |
JPH0625473B2 JPH0625473B2 (en) | 1994-04-06 |
Family
ID=15317910
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP14254888A Expired - Lifetime JPH0625473B2 (en) | 1988-06-09 | 1988-06-09 | Re-tensioning and fixing method of tension material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0625473B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100793743B1 (en) * | 2007-08-13 | 2008-01-10 | (주)엠케이 | Method for fixing permanent anchor assembly and apparatus thereof |
KR100862387B1 (en) * | 2008-04-02 | 2008-10-13 | 주식회사 신도이엔아이 | Tensional kit for top-down constructing of acupressure lasting anchor and top-down constructing method of acupressure lasting anchor using this |
-
1988
- 1988-06-09 JP JP14254888A patent/JPH0625473B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100793743B1 (en) * | 2007-08-13 | 2008-01-10 | (주)엠케이 | Method for fixing permanent anchor assembly and apparatus thereof |
KR100862387B1 (en) * | 2008-04-02 | 2008-10-13 | 주식회사 신도이엔아이 | Tensional kit for top-down constructing of acupressure lasting anchor and top-down constructing method of acupressure lasting anchor using this |
Also Published As
Publication number | Publication date |
---|---|
JPH0625473B2 (en) | 1994-04-06 |
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