JPH0540108Y2 - - Google Patents

Info

Publication number
JPH0540108Y2
JPH0540108Y2 JP18841587U JP18841587U JPH0540108Y2 JP H0540108 Y2 JPH0540108 Y2 JP H0540108Y2 JP 18841587 U JP18841587 U JP 18841587U JP 18841587 U JP18841587 U JP 18841587U JP H0540108 Y2 JPH0540108 Y2 JP H0540108Y2
Authority
JP
Japan
Prior art keywords
sand
casing
covered
sand pile
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.)
Expired - Lifetime
Application number
JP18841587U
Other languages
Japanese (ja)
Other versions
JPH0193231U (en
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 filed Critical
Priority to JP18841587U priority Critical patent/JPH0540108Y2/ja
Publication of JPH0193231U publication Critical patent/JPH0193231U/ja
Application granted granted Critical
Publication of JPH0540108Y2 publication Critical patent/JPH0540108Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【考案の詳細な説明】 (考案が属する技術分野) 本考案は被覆砂杭造成時にケーシング内にある
被覆砂杭体の砂面の位置を検出する装置に関する
ものである。
[Detailed description of the invention] (Technical field to which the invention belongs) The present invention relates to a device for detecting the position of the sand surface of a covered sand pile body within a casing during the construction of a covered sand pile.

(考案の課題とその特徴点) 通常の砂杭造成では施工管理上、砂面計により
ケーシング内の砂面の位置を随時検出することが
行われており、その砂面計には一般に重錘式のも
のが用いられている。
(Issues of the invention and its features) In the construction management of ordinary sand piles, the position of the sand surface inside the casing is detected at any time using a sand level gauge, and the sand level gauge is generally equipped with a weight. The formula is used.

本考案は、被覆砂杭の造成時にケーシング内に
ある被覆砂杭体の砂面の位置を検出するための重
錘式の砂面検出装置を提供することを目的として
いるものであつて、その構成上の特徴は実用新案
登録請求の範囲に記載したとおりである。
The object of the present invention is to provide a weight-type sand surface detection device for detecting the position of the sand surface of a covered sand pile body inside a casing when building a covered sand pile. The structural features are as described in the claims for utility model registration.

被覆砂杭の造成は、ケーシング内に被覆砂杭体
(被覆体内に砂を充填して成る)を形成した後、
この被覆砂杭体をケーシングの下端から地中に排
出して行われるが、被覆砂杭体の形成時に、砂面
検出用ワイヤが被覆体の通過部にあると都合が悪
いので、本考案では、その特徴とする構成によ
り、被覆体の通過を邪魔しない位置に退避させる
ようにしている。
To create a covered sand pile, after forming a covered sand pile body (filled with sand inside the covering body) within a casing,
This method is carried out by discharging the covered sand pile into the ground from the lower end of the casing, but since it would be inconvenient if the sand surface detection wire was in the passing part of the covering when forming the covered sand pile, this method is not suitable for this invention. Due to its characteristic configuration, it is retracted to a position where it does not interfere with the passage of the covering.

(図面による考案の具体的説明) 第1図は本考案の一実施例の説明図であり、こ
の場合の被覆砂杭造成は特開昭62−137318号公報
に示すようなカセツト式被覆体を用いて行うよう
になつている。
(Specific explanation of the invention with drawings) Figure 1 is an explanatory diagram of one embodiment of the invention, in which covered sand piles are constructed using a cassette-type covering body as shown in Japanese Patent Application Laid-Open No. 137318/1983. It is now being done using

すなわち、先端が閉じた杭1本分の被覆体(図
示しない)を収縮状態で外側に嵌挿した筒体1
を、砂ホツパ2の出口に着脱自在に取り付け、ス
ライド弁3を開いて砂ホツパ2の砂を筒体1内を
通して被覆体の先端に向かつて送り、収縮状態の
被覆体を順次伸張させて被覆砂杭体を形成しなが
らケーシング4内に入れ、ケーシング4内に所定
長の被覆砂杭体を形成するようになつている。
In other words, a cylindrical body 1 in which a covering for one pile (not shown) with a closed tip is inserted into the outside in a contracted state.
is removably attached to the outlet of the sand hopper 2, and the slide valve 3 is opened to send the sand from the sand hopper 2 through the cylinder 1 toward the tip of the covering body, and the contracted covering body is sequentially expanded and coated. The sand pile body is inserted into the casing 4 while forming the sand pile body, and a covered sand pile body of a predetermined length is formed inside the casing 4.

5はカセツト式被覆体取付け部6とケーシング
4との間に介在する圧気室であり、前述のように
してケーシング4内に形成した被覆砂杭体をケー
シング4の下端から排出する際に、この圧気室5
内に図示しない圧気供給管から圧気を供給し、被
覆砂杭体の排出を助けるようになつている。
Reference numeral 5 denotes a pressure air chamber interposed between the cassette-type covering body attachment part 6 and the casing 4, and when the covered sand pile body formed in the casing 4 as described above is discharged from the lower end of the casing 4, this chamber is used. Pressure chamber 5
Pressurized air is supplied inside from a pressurized air supply pipe (not shown) to assist in discharging the covered sand pile body.

圧気室5の上方隔壁7を貫通する誘導管8の出
口にはシリンダ9の作動で開閉するスライド弁1
0があり、その弁体には下向きに支持材11が突
設され、これに案内シーブ12が取り付けられて
いる。
At the outlet of the guide pipe 8 passing through the upper partition wall 7 of the pressure chamber 5, there is a slide valve 1 which is opened and closed by the operation of a cylinder 9.
0, a support member 11 is provided to protrude downward from the valve body, and a guide sheave 12 is attached to this support member 11.

圧気室5の外側には重錘式砂面計の巻取り検出
部13が設置され、その巻取りドラム14から巻
き出された砂面検出用ワイヤ15は、圧気室5内
において案内シーブ12により横向きから下向き
に向きを変えられ、その下端には重錘16が取り
付けられている。
A winding detection section 13 of a weight type sand level gauge is installed outside the pressure chamber 5, and the sand surface detection wire 15 unwound from the winding drum 14 is passed through the guide sheave 12 inside the pressure chamber 5. The direction can be changed from horizontal to downward, and a weight 16 is attached to the lower end.

図の状態は、ケーシング4内の被覆砂杭体の形
成が終わつた段階を示しており、スライド弁10
は閉じ、案内シーブ12は砂面検出位置にある。
The state shown in the figure shows the stage where the formation of the covered sand pile body inside the casing 4 has been completed, and the slide valve 10
is closed, and the guide sheave 12 is at the sand surface detection position.

砂面の検出は通常の砂杭の場合と同様であり、
重錘16を砂面の位置まで下げ、そのときの砂面
検出用ワイヤ15の移動量を巻取り検出部13の
検出部で検出して行うようになつている。
Detection of the sand surface is the same as with normal sand piles,
The weight 16 is lowered to the position of the sand surface, and the amount of movement of the sand surface detection wire 15 at that time is detected by the detection section of the winding detection section 13.

ケーシング4内の被覆砂杭体の排出が終わり、
再びケーシング4内に被覆砂杭体を形成するとき
は、重錘16を図示の位置より上方に引き上げる
とともに、シリンダ9を作動させてスライド弁1
0を開くと、案内シーブ12は側方の退避位置に
移動し、これに伴い砂面検出用ワイヤ15と重錘
16も被覆砂杭体の形成に邪魔にならない側方位
置に移動する。
After the discharge of the covered sand pile body inside the casing 4 is completed,
When forming the coated sand pile body in the casing 4 again, the weight 16 is pulled upward from the position shown in the figure, and the cylinder 9 is operated to close the slide valve 1.
When the guide sheave 12 is opened, the guide sheave 12 moves to a lateral retracted position, and the sand surface detection wire 15 and the weight 16 also move to a lateral position where they do not interfere with the formation of the covered sand pile body.

第2図は本考案の他の実施例の説明図であり、
この場合の被覆砂杭体の形成は、上端を砂ホツパ
17の出口管18に取り付けた被覆体を、ケーシ
ング19内に垂れ下げ、その内部に砂を供給して
行うようになつている。
FIG. 2 is an explanatory diagram of another embodiment of the present invention,
In this case, the covered sand pile body is formed by hanging the coated body whose upper end is attached to the outlet pipe 18 of the sand hopper 17 into the casing 19 and supplying sand into the inside thereof.

ケーシング19内に所定長の被覆砂杭体を形成
した後、ケーシング19の上端を図示のように蓋
20で閉じ、この場合もケーシング19に圧気を
供給して被覆砂杭体の排出を助けるが、図の場合
は、ケーシング19の上端部に側方に開く開口2
1があり、ここからケーシング19の上端部が貫
通する圧気室22内の圧気がケーシング19内に
入るようになつている。
After forming a covered sand pile body of a predetermined length in the casing 19, the upper end of the casing 19 is closed with a lid 20 as shown in the figure, and in this case too, pressurized air is supplied to the casing 19 to help discharge the covered sand pile body. , in the case of the figure, there is an opening 2 that opens laterally at the upper end of the casing 19.
1, from which the pressure in the pressure chamber 22 through which the upper end of the casing 19 passes enters the casing 19.

圧気室22の外側には重錘式砂面計の巻取り検
出部23が設置され、また、その近傍にはシリン
ダ24が取り付けられており、巻取り検出部23
の巻取りドラム25から巻き出された砂面検出用
ワイヤ26は、開口21からケーシング19内に
入り、シリンダ24のピストン棒の先端に取り付
けた案内シーブ27により横向きから下向きに向
きを変えられ、その下端には重錘28が取り付け
られている。
A winding detection section 23 of a weight type sand level gauge is installed outside the pressure chamber 22, and a cylinder 24 is installed near the winding detection section 23.
The sand level detection wire 26 unwound from the winding drum 25 enters the casing 19 through the opening 21 and is turned from sideways to downward by a guide sheave 27 attached to the tip of the piston rod of the cylinder 24. A weight 28 is attached to its lower end.

図示の案内シーブ27は第1図の場合と同様に
砂面検出位置にあり、この状態で重錘28をケー
シング19内の被覆砂杭体の砂面まで下げて砂面
の検出を行い、ケーシング19内にある被覆砂杭
体の排出が終わつて次の被覆砂杭体の形成を行う
ときは、重錘28を開口21の位置まで上げてか
らシリンダ24のピストン棒を縮めて案内シーブ
27を退避位置に移動させればよい。
The illustrated guide sheave 27 is in the sand surface detection position as in the case of FIG. When the next coated sand pile body is to be formed after discharging the coated sand pile body in 19, the weight 28 is raised to the position of the opening 21, and the piston rod of the cylinder 24 is retracted to close the guide sheave 27. All you have to do is move it to the evacuation position.

(考案の効果) 本考案装置は以上のようなものであるから、重
錘式の砂面計により被覆砂杭の砂面検出を何等の
支障なく容易に行うことができ、延いては被覆砂
杭造成の施工管理を確実に行うことができる。
(Effects of the invention) Since the device of the present invention is as described above, it is possible to easily detect the sand surface of a covered sand pile using a weight-type sand level meter without any problems, and it is possible to detect the sand surface of a covered sand pile without any trouble. Construction management of pile construction can be performed reliably.

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

第1図は本考案の一実施例の側断面図、第2図
は同じく他例の側断面図である。 9,24……シリンダ、12,27……案内シ
ーブ、13,23……巻取り検出部、14,25
……巻取りドラム、15,26……砂面検出用ワ
イヤ、16,28……重錘。
FIG. 1 is a side sectional view of one embodiment of the present invention, and FIG. 2 is a side sectional view of another embodiment. 9, 24... Cylinder, 12, 27... Guide sheave, 13, 23... Winding detection section, 14, 25
... Winding drum, 15, 26 ... Sand surface detection wire, 16, 28 ... Weight.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 被覆砂杭造成装置の上方部外側に重錘式砂面計
の巻取り検出部を設置するとともに、その近傍に
シリンダを取り付け、前記巻取り検出部の巻取り
ドラムから巻き出された砂面検出用ワイヤの向き
を被覆砂杭造成装置の上方部外側において横向き
から下向きに変える案内シーブを、前記シリンダ
の作動で砂面検出位置とそれより側方の退避位置
とに動かされるように、設けたことを特徴とする
被覆砂杭砂面検出装置。
A winding detecting section of a weight type sand level meter is installed on the outside of the upper part of the covered sand pile making device, and a cylinder is installed near it to detect the sand surface unrolled from the winding drum of the winding detecting section. A guide sheave is provided for changing the direction of the wire from sideways to downwards on the outside of the upper part of the coated sand pile making device, so that the guide sheave is moved from the sand surface detection position to the retraction position to the side by the operation of the cylinder. A covered sand pile sand surface detection device characterized by:
JP18841587U 1987-12-11 1987-12-11 Expired - Lifetime JPH0540108Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18841587U JPH0540108Y2 (en) 1987-12-11 1987-12-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18841587U JPH0540108Y2 (en) 1987-12-11 1987-12-11

Publications (2)

Publication Number Publication Date
JPH0193231U JPH0193231U (en) 1989-06-19
JPH0540108Y2 true JPH0540108Y2 (en) 1993-10-12

Family

ID=31479510

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18841587U Expired - Lifetime JPH0540108Y2 (en) 1987-12-11 1987-12-11

Country Status (1)

Country Link
JP (1) JPH0540108Y2 (en)

Also Published As

Publication number Publication date
JPH0193231U (en) 1989-06-19

Similar Documents

Publication Publication Date Title
CN106400851A (en) Height detecting system for concrete pouring surface of ultra-deep pile hole
JPH0540108Y2 (en)
CN110219616A (en) A kind of coal-bed gas pressure measuring device and its measurement method
CN111811610A (en) A water depth measurement device used in water conservancy measurement
CN218995094U (en) Borehole shear test device for testing material-soil interface friction coefficient
CN215114261U (en) A charging device for blasting operation
JPS5810525B2 (en) Continuous sand supply device for sand pile making equipment
CN210627856U (en) Floating display board
CN208106407U (en) A kind of downhole choke temperature and pressure anti-corrosion integration real-time monitoring device
JPH0647964Y2 (en) Gravel pile construction equipment
CN214116735U (en) Measuring device for determining concrete surface position of long spiral pressure-grouting pile
JPH0447235Y2 (en)
JPH0629214Y2 (en) Sand pile building equipment
JPS6157710A (en) Method of building sand pile in sea bottom ground
JPH067063Y2 (en) Coated sand pile driving situation detector
JPH03110214A (en) Gravel pile erection technique
CN213370424U (en) Colliery ground mapping strorage device for paper
CN223841205U (en) A building surveying auxiliary device
JPS58101922A (en) Control or air pressure in hollow pipe for sand pile construction
CN113957901B (en) A device for fixing a steel cage and an inclinometer tube
CN210857306U (en) A sound wave detection device for punching pile hole wall in karst cave area
JP2501063Y2 (en) Co-rising monitoring device for sand piles
JPS5939018B2 (en) bucket type underwater sediment collector
JP2574649Y2 (en) Compressed air supply stop device in air pressurized filter
JPS6343233Y2 (en)