JPS6221697A - Hydraulic jack for monitoring load - Google Patents
Hydraulic jack for monitoring loadInfo
- Publication number
- JPS6221697A JPS6221697A JP16249785A JP16249785A JPS6221697A JP S6221697 A JPS6221697 A JP S6221697A JP 16249785 A JP16249785 A JP 16249785A JP 16249785 A JP16249785 A JP 16249785A JP S6221697 A JPS6221697 A JP S6221697A
- Authority
- JP
- Japan
- Prior art keywords
- main body
- hydraulic jack
- piston
- load
- cylinder
- 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
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
本発明はシリンダを形成する本体と、本体のシリンダに
滑動可能に係合するピストンとを有する油圧ジヤツキに
関し、特に仮受工事に好適な荷重監視用油圧ジヤツキに
関する。
[従来の技術l
従来の仮受工事、即ち構造物の既設杭の一部を新設杭に
交換するまでの間構造物を受ける仮受杭を使用する場合
に、仮受杭に作用する荷重変動を仮受杭の供用間監視す
るためには次の方法がある。これらは何れも油圧ジヤツ
キから機械的ジヤツキに置換えた後に使用する。
第1は機械的ジヤツキと構造物との間にロードセルを介
挿するロードセル方式であり、第2は機械的ジヤツキに
歪ゲージを張付ける方法であり、第3は機械的ジヤツキ
の下部に土圧計を取付けた土圧計付きジヤツキ方式であ
り、第4は新設基礎コンクリート内に鉄筋針を取付ける
方式である。
ロードセル方式は設置スペースが大となり、コスト高と
なる。土圧計付きジヤツキは圧力計がブルドン管式であ
り、精度の問題があり、温度変化の影響を受け、コスト
°高となる。歪ゲージ張付方式は機械的ジヤツキのスト
ロークによって精度が低下する。鉄筋針取付方式は取付
けた状態での計器の検定が不可能であるため精度が悪く
、基礎施工時に鉄筋計が破損されることがある。
[発明の解決すべき問題点]
本発明は油圧ジヤツキをそのまま使用し、構造簡単で精
度が高く、温度の影響なく、長期間安定した測定可能の
荷重監視用油圧ジヤツキを提供することを目的とする。
[問題点を解決するための手段並びに作用1本発明によ
る油圧ジヤツキは第1図に示す通り、本体2に形成した
シリンダ4内に係合するピストン10に外ねじを設けて
ナツト16を係合させ、所要高さにおいてナツト16を
締めて荷重を直接本体上端面で受け、油圧を抜く1本体
2の外面に差動トランス型歪計28等の歪計を取付けて
本体2に作用する歪を直接測定する。
従って、温度の影響はなく、油圧ジヤツキを機械式ジヤ
ツキに取替える必要はなく、構造簡単である。更に球面
座18を介して受部材20を係合させ、偏心荷重を吸収
する。
[実施例J
本発明による荷重監視用油圧ジヤツキlを第1.2図に
示し、本体2に油圧シリンダ4と底部の油圧導入孔6と
を有する0本体底部にフランジ8を一体又は固着する。
本体2の油圧シリンダ4内にピストン10を滑動可能に
係合させる。ピストン10はシール12によってシリン
ダ4との間のシールとする。
ピストン10の上部外面に外ねじ14を設け、ナツト1
6を係合させる。ピストン10の上端に形成した球面座
18に受部材20の球面部22を接触させ、角度誤差を
吸収する。
本体2の外面にホルダー24.26を等角度間隔で複数
組、図示の例では4組取付け、差動トランス型歪計28
を夫々取付ける。差動トランス型歪計28に代えて又は
併用して図示しないストレーンゲージ型歪計を複数個、
例えば12個貼付けることもできる。
作動について説明する。
本発明油圧ジヤツキは受持作業用に好適である。例えば
構造物下部の一部を掘って既設杭を他の杭に交換する場
合に、仮受杭の上端に本発明油圧ジヤツキlを取付け、
導入孔6から油圧を作用してピストン10を上げ、受部
材20が構造物を支持する0次に既設杭を切断し、新設
基礎と新設杭によて構造物を支持させ、仮受杭を除去す
る。
この作業間、油圧ジヤツキを所定位置まで上げ、ナット
16を廻してピストンlOをこの支持位置に固定し、油
圧を除く、これによって構造物重量はピストン10.ナ
ツト16を経て本体2に作用し、シリンダ4内の圧力は
無関係となる。即ち、本体2の外面に取付けた歪計28
は構造物重量による本体2の歪を測定する。
歪計28の出力を周知の回路装置によって連続的に記録
、表示することによって、作用荷重の連続的監視を行な
う、これによって、仮受の全期間についての自動的監視
を行なう、必要が生じた時は油圧を作用してピストンを
上下させ、再びナツトを締める。The present invention relates to a hydraulic jack having a main body forming a cylinder and a piston slidably engaged with the cylinder of the main body, and more particularly to a hydraulic jack for load monitoring suitable for temporary receiving work. [Conventional technology l] In conventional temporary support construction, that is, when temporary support piles are used to support structures until some of the existing piles of the structure are replaced with new piles, load fluctuations that act on temporary support piles The following methods can be used to monitor temporary piles while they are in service. All of these are used after replacing the hydraulic jack with a mechanical jack. The first method is a load cell method in which a load cell is inserted between the mechanical jack and the structure, the second method is to attach a strain gauge to the mechanical jack, and the third method is to install an earth pressure meter at the bottom of the mechanical jack. The fourth method is to install reinforcing rods in the newly constructed foundation concrete. The load cell method requires a large installation space and is expensive. The pressure gauge of the jack with an earth pressure gauge is a Bourdon tube type, which has problems with accuracy, is affected by temperature changes, and is expensive. The accuracy of the strain gauge attachment method decreases due to the stroke of the mechanical jack. The rebar needle installation method has poor accuracy because it is impossible to verify the meter while it is installed, and the rebar gauge may be damaged during foundation construction. [Problems to be Solved by the Invention] The purpose of the present invention is to provide a hydraulic jack for load monitoring that uses a hydraulic jack as is, has a simple structure, is highly accurate, is not affected by temperature, and is capable of stable measurement over a long period of time. do. [Means and Effects for Solving the Problems 1] As shown in FIG. 1, the hydraulic jack according to the present invention is provided with an external thread on a piston 10 that engages in a cylinder 4 formed in a main body 2, and engages a nut 16. Then, tighten the nut 16 at the required height to receive the load directly on the upper end surface of the main body, and remove the hydraulic pressure. 1. Attach a strain gauge such as a differential transformer type strain gauge 28 to the outer surface of the main body 2 to measure the strain acting on the main body 2. Measure directly. Therefore, there is no influence of temperature, there is no need to replace the hydraulic jack with a mechanical jack, and the structure is simple. Furthermore, the receiving member 20 is engaged via the spherical seat 18 to absorb eccentric loads. [Embodiment J] A hydraulic jack 1 for load monitoring according to the present invention is shown in Fig. 1.2.The main body 2 has a hydraulic cylinder 4 and a hydraulic pressure introduction hole 6 at the bottom.A flange 8 is integrally or fixedly attached to the bottom of the main body. A piston 10 is slidably engaged within a hydraulic cylinder 4 of the main body 2. The piston 10 is sealed with the cylinder 4 by a seal 12. An external thread 14 is provided on the outer surface of the upper part of the piston 10, and the nut 1
6 is engaged. The spherical portion 22 of the receiving member 20 is brought into contact with the spherical seat 18 formed at the upper end of the piston 10 to absorb angular errors. A plurality of sets of holders 24 and 26 are attached to the outer surface of the main body 2 at equal angular intervals, four sets in the illustrated example, and a differential transformer type strain meter 28 is attached.
Install them respectively. In place of or in combination with the differential transformer type strain gauge 28, a plurality of strain gauge type strain gauges (not shown) may be used.
For example, 12 pieces can be pasted. The operation will be explained. The hydraulic jack of the present invention is suitable for carrying work. For example, when excavating a part of the lower part of a structure and replacing the existing pile with another pile, the hydraulic jack l of the present invention can be installed on the upper end of the temporary pile.
Hydraulic pressure is applied from the introduction hole 6 to raise the piston 10, the supporting member 20 supports the structure, and the existing pile is cut, the structure is supported by the new foundation and the new pile, and the temporary supporting pile is installed. Remove. During this operation, the hydraulic jack is raised to a predetermined position, the piston 10 is fixed in this supporting position by turning the nut 16, and the hydraulic pressure is removed, thereby reducing the weight of the structure to the piston 10. Acting on the body 2 via the nut 16, the pressure within the cylinder 4 is irrelevant. That is, the strain gauge 28 attached to the outer surface of the main body 2
measures the strain of the main body 2 due to the weight of the structure. A need has arisen for continuous monitoring of the applied load by continuously recording and displaying the output of the strain gauge 28 by means of well-known circuitry, thereby providing automatic monitoring over the entire period of temporary acceptance. At this time, hydraulic pressure is applied to move the piston up and down, and the nut is tightened again.
本発明による油圧ジヤツキは荷重監視間はピストンから
ナツトを経て本体に荷重が作用し、油圧は無関係であり
、作用系が著しく簡単であり、別個の歪受は部材を必要
としない。
従って、別個の歪計設置スペースを必要としない、更に
、温度変化に影響されず、精度は高い。
球面の受部材の使用によって偏心荷重を吸収する。
構造簡単で安価である。In the hydraulic jack according to the invention, during load monitoring, the load acts on the main body from the piston via the nut, the hydraulic pressure is irrelevant, the operating system is extremely simple, and no separate strain receiver is required. Therefore, it does not require a separate space for installing the strain gauge, is not affected by temperature changes, and has high accuracy. Eccentric loads are absorbed by the use of spherical bearing members. The structure is simple and inexpensive.
第1図は本発明による荷重監視用油圧ジヤツキの断面図
、第2図は第1図のA−Al1に沿う断面図である。
l・・・油圧ジヤツキ
2・・・本体
4・・・シリンダ
10・・・ピストン
16・・・ナツト
20・・・受部材
28・・・差動トランス歪計
代理人 弁理士 奈 良 武第i図FIG. 1 is a sectional view of a hydraulic jack for load monitoring according to the present invention, and FIG. 2 is a sectional view taken along line A-Al1 in FIG. l... Hydraulic jack 2... Main body 4... Cylinder 10... Piston 16... Nut 20... Receiving member 28... Differential transformer strain meter agent Patent attorney Nara Takeshi I figure
Claims (3)
動可能に係合するピストンとを有する油圧ジャッキにお
いて、上記ピストン(10)にねじこみ本体(2)の上
端面に接触可能のナット(16)と、本体(2)の歪を
測定する複数の歪計(28)とを備えることを特徴とす
る荷重監視用油圧ジャッキ。(1) In a hydraulic jack having a main body forming a cylinder and a piston that slidably engages with the cylinder of the main body, a nut (16) that is screwed into the piston (10) and capable of contacting the upper end surface of the main body (2) and a plurality of strain gauges (28) for measuring strain in the main body (2).
受部材(20)に係合することを特徴とする特許請求の
範囲第1項記載の荷重監視用油圧ジャッキ。(2) The hydraulic jack for load monitoring according to claim 1, wherein the piston (10) engages with a receiving member (20) via a spherical seat (18).
複数の差動トランス歪計(28)とすることを特徴とす
る特許請求の範囲第1項又は第2項記載の荷重監視用油
圧ジャッキ。(3) The load according to claim 1 or 2, wherein the strain gauge (28) is a plurality of differential transformer strain gauges (28) attached to the outer surface of the main body (2). Hydraulic jack for monitoring.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16249785A JPS6221697A (en) | 1985-07-23 | 1985-07-23 | Hydraulic jack for monitoring load |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16249785A JPS6221697A (en) | 1985-07-23 | 1985-07-23 | Hydraulic jack for monitoring load |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6221697A true JPS6221697A (en) | 1987-01-30 |
Family
ID=15755744
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16249785A Pending JPS6221697A (en) | 1985-07-23 | 1985-07-23 | Hydraulic jack for monitoring load |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6221697A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5308054A (en) * | 1991-07-04 | 1994-05-03 | Sharp Kabushiki Kaisha | Paper feeding device having paper hand feed path |
JP2011038259A (en) * | 2009-08-07 | 2011-02-24 | Kanden Engineering:Kk | Method for replacing transmission tower member, and load measuring device |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5129567B2 (en) * | 1972-04-21 | 1976-08-26 | ||
JPS5346882B2 (en) * | 1976-04-10 | 1978-12-16 |
-
1985
- 1985-07-23 JP JP16249785A patent/JPS6221697A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5129567B2 (en) * | 1972-04-21 | 1976-08-26 | ||
JPS5346882B2 (en) * | 1976-04-10 | 1978-12-16 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5308054A (en) * | 1991-07-04 | 1994-05-03 | Sharp Kabushiki Kaisha | Paper feeding device having paper hand feed path |
JP2011038259A (en) * | 2009-08-07 | 2011-02-24 | Kanden Engineering:Kk | Method for replacing transmission tower member, and load measuring device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102277884B (en) | Device for treating pile head for vertical static load test and construction method thereof | |
CN201520988U (en) | Physical pile group vertical uplift-resisting static load testing system | |
CN110219326B (en) | Reverse construction method one-column one-pile underwater verticality adjusting construction process | |
CN102175354B (en) | Method for measuring steel strut axial force by utilizing adhered steel sheet | |
CN204101361U (en) | A kind of PCslab girder large deflection failure test device | |
CN102720220B (en) | Device and method for measuring counterforce of pile end of concrete pipe pile | |
CN102507067B (en) | Pre-stressed anchor cable stress state real-time monitoring system based on vibration wire sensing technology | |
CN203350108U (en) | Concrete creep testing device | |
CN106759547B (en) | Integral Abutment, pile foundation and soil interaction pseudo-static experimental measuring device and its installation method | |
KR20090071102A (en) | Load test apparatus for pile type structure | |
CN104729988A (en) | Device and method for testing bond-slip performance of new concrete and old concrete | |
CN203811306U (en) | Concrete strain gauge assembly device | |
CN104713691A (en) | Device for exerting axis-compression ratio and fixing test specimen for structural seismic performance test and testing method for device | |
CN109386298B (en) | Prefabricated tunnel steel arch with monitoring facilities | |
CN111236327A (en) | Load box for self-balancing detection, pile foundation bearing capacity detection device and method | |
CN113605467A (en) | Pile foundation self-balancing test device with balance point compensation function and test method | |
JPS6221697A (en) | Hydraulic jack for monitoring load | |
CN109469123B (en) | Self-balancing device for horizontal loading of pile foundation of double jack and testing method | |
CN214573916U (en) | Prestress compensation anchorage device with monitoring function applied to prestress anchor rod | |
JP5165714B2 (en) | Load measuring device | |
CN207891939U (en) | Test the CYCLIC LOADING system of pile-soil interaction power in foundation construction construction | |
CN112576290A (en) | Prestress compensation anchorage device with monitoring function applied to prestress anchor rod | |
CN109440844A (en) | A kind of static test settlement observer for exempting from datum line beam | |
CN111751275A (en) | Sliding push-out test device and method for bonding performance of profile steel and confined concrete | |
CN207741663U (en) | A kind of device of anchor pole anchor head displacement measurement |