JPH0455080Y2 - - Google Patents

Info

Publication number
JPH0455080Y2
JPH0455080Y2 JP17548385U JP17548385U JPH0455080Y2 JP H0455080 Y2 JPH0455080 Y2 JP H0455080Y2 JP 17548385 U JP17548385 U JP 17548385U JP 17548385 U JP17548385 U JP 17548385U JP H0455080 Y2 JPH0455080 Y2 JP H0455080Y2
Authority
JP
Japan
Prior art keywords
drain material
lower plate
tip
ground
driving
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
JP17548385U
Other languages
Japanese (ja)
Other versions
JPS6285527U (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 JP17548385U priority Critical patent/JPH0455080Y2/ja
Publication of JPS6285527U publication Critical patent/JPS6285527U/ja
Application granted granted Critical
Publication of JPH0455080Y2 publication Critical patent/JPH0455080Y2/ja
Expired 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】 (産業上の利用分野) 本考案は、ドレーン材の打込み用先端具に関す
るものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a tip tool for driving drain material.

(従来技術) 一般に、軟弱地盤の圧密脱水は、軟弱地盤中に
帯状のペーパーよりなるペーパードレーンや化学
繊維製のケミカルドレーンを打込んで行われる。
(Prior Art) Generally, consolidation dewatering of soft ground is carried out by driving a paper drain made of a strip of paper or a chemical drain made of chemical fiber into the soft ground.

そのようなドレーン材は周知の打設機を用いて
打込まれるのであるが、その場合、ドレーン材を
地盤中に残置させるために、従来は、第3図また
は第4図に示すように、打設機の中空マンドレル
aの内に挿通されたドレーン材bの下端にプラス
チツク製の舟形断面の先端部材c,c′の中央部
d,d′をホツチキス針eで固定し、その後ドレー
ン材bを中空マンドレルaと共に地盤中に打込
み、所定の打込み深さに達したら中空マンドレル
aのみを地上に引き上げてドレーン材bを地中に
残置せしめるようにしている。このようにすれ
ば、ドレーン材bの下端につけた先端部材c,
c′が地中に固定され、中空マンドレルaの引き抜
きによつてもドレーン材bが共上りしないで、ド
レーン材bを地中に残置することができる。
Such drain material is driven using a well-known pouring machine, but in this case, in order to leave the drain material in the ground, conventionally, as shown in Fig. 3 or 4, The central parts d and d' of the plastic boat-shaped cross-section tip members c and c' are fixed to the lower end of the drain material b inserted into the hollow mandrel a of the casting machine with staples e, and then the drain material b is is driven into the ground together with a hollow mandrel a, and when a predetermined driving depth is reached, only the hollow mandrel a is pulled up to the ground, leaving the drain material b in the ground. In this way, the tip member c attached to the lower end of the drain material b,
c' is fixed in the ground, and even when the hollow mandrel a is pulled out, the drain material b does not go up together, and the drain material b can be left in the ground.

しかしながら、軟弱地盤の表層部に硬い土で盛
土をしてあつたり、コンクリート片等の障害物が
混入していたりすると、ドレーン材bの打込みに
際し、前記プラスチツク製の先端部材c,c′が破
損し、その結果、ドレーン材bを打込んで中空マ
ンドレルaのみを地上に引き上げる際、ドレーン
材bが地中に固定されず、ドレーン材bがマンド
レルaの引き上げと共に地上に引き抜かれてしま
う問題がある。
However, if the surface layer of soft ground is filled with hard soil or if obstacles such as concrete pieces are mixed in, the plastic tip members c and c' will be damaged when the drain material b is placed. As a result, when drain material b is driven and only the hollow mandrel a is pulled up to the ground, there is a problem that the drain material b is not fixed in the ground and is pulled out to the ground as the mandrel a is pulled up. be.

このため、従来、このような場合、ドレーン材
bの打込み点をオーガー掘削機によつて前もつて
孔をあけておく等の工程を必要とし、工事費が割
高となり、又工期も通常の地盤状態に較べて長く
かかる問題があつた。
For this reason, conventionally, in such cases, a process such as drilling a hole in advance using an auger excavator at the point where the drain material b will be inserted is required, resulting in relatively high construction costs and the construction period. There was a problem that took a long time compared to the situation.

そこで、そのような問題を解決するために、実
開昭60−62543号公報に記載されるように、ドレ
ーン材の下端に連結される舟形断面の先端部材本
体と、この先端部材の底辺の上下面に係合するU
字状のクリツプ式保護金具とより成るドレーン打
設用先端部材が提案されている。
Therefore, in order to solve such a problem, as described in Japanese Utility Model Application Publication No. 60-62543, a tip member main body with a boat-shaped cross section connected to the lower end of the drain material, and a tip member on the bottom of the tip member U that engages the bottom surface
A tip member for drain casting has been proposed that includes a clip-type protective metal fitting in the shape of a letter.

(考案が解決しようとする問題点) ところが、上述した如き先端部材では、プラス
チツク製の先端部材本体に加えて、打抜き加工お
よび曲げ加工を要し加工工数が多く高価なクリツ
プ式保護金具を用いることとなるので、コスト高
となり、また、先端部材本体の厚さが厚い場合に
は保護金具の装着が困難であり、薄い場合には固
着機能が低下し打込み中に保護金具が脱落すると
いう問題がある。
(Problems to be Solved by the Invention) However, in the tip member as described above, in addition to the tip member body made of plastic, an expensive clip-type protective fitting that requires punching and bending and requires many processing steps is used. Therefore, the cost is high, and if the tip member body is thick, it is difficult to attach the protective metal fitting, and if the tip member is thin, the fixing function decreases and the protective metal fitting falls off during driving. be.

そこで、本考案は、安価でかつ装着性の良好な
ドレーン材打込み用先端具を提供することを目的
とする。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a tip tool for driving a drain material that is inexpensive and has good wearability.

(問題点を解決するための手段) 本考案は、上記目的を達成するために、平板状
の下部板部および該下部板部の中央部分において
上方に突出するドレーン材保持部からなる第1部
材と、該第1部材の下部板部と略同一の大きさで
前記ドレーン材保持部が挿通される貫通孔を中央
部分に有する補強用の第2部材とにより構成され
ている。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a first member comprising a flat lower plate portion and a drain material holding portion protruding upward in the central portion of the lower plate portion. and a reinforcing second member having a through hole in the center thereof, which is approximately the same size as the lower plate portion of the first member, and through which the drain material holding portion is inserted.

(実施例) 以下、本考案の実施例を図面に沿つて説明す
る。
(Example) Hereinafter, an example of the present invention will be described with reference to the drawings.

第1図に示すように、ドレーン材打込み用先端
具1は、打設機の中空マンドレル(図示せず)に
挿通されたドレーン材Aの下端部に装着されるも
ので、矩形状の下部板部2およびそれの中央部分
において上方に突出するドレーン材保持部3から
なる第1部材4と、該第1部材4の下部板部2と
略同一の大きさの平板状でドレーン材保持部3が
挿通される矩形状の貫通孔5を中央部分に有する
補強用の第2部材6(第2図参照)とにより構成
されている。
As shown in FIG. 1, a drain material driving tip 1 is attached to the lower end of a drain material A inserted into a hollow mandrel (not shown) of a driving machine, and is a rectangular lower plate. 2 and a drain material holding portion 3 projecting upward at the central portion thereof, and a drain material holding portion 3 having a flat plate shape and having approximately the same size as the lower plate portion 2 of the first member 4. A second reinforcing member 6 (see FIG. 2) has a rectangular through-hole 5 in the center thereof through which the second reinforcing member 6 is inserted.

上記第1部材4は例えばポリエチレン等のプラ
スチツクにて一体成形されてなり、ドレーン材保
持部3は1対の保持板3a,3aよりなり、該各
保持板3aは貫通孔5に対して挿入しやすいよう
に先細となつている。また、第2部材6は例えば
鋼板等の金属板からなり、その中空部分の貫通孔
5は打抜き加工等にて形成される。
The first member 4 is integrally molded from plastic such as polyethylene, and the drain material holding section 3 consists of a pair of holding plates 3a, each of which is inserted into the through hole 5. It is tapered for ease of use. Further, the second member 6 is made of a metal plate such as a steel plate, and the through hole 5 in the hollow portion thereof is formed by punching or the like.

しかして、ドレーン材Aの下端部に先端具1が
装着された状態では、第1図に示すように、上記
第2部材6の貫通孔5に、ドレーン材Aの下端部
がホツチキス針(図示せず)等で連結された第1
部材4のドレーン材保持部3が嵌挿され、第2部
材6の下面が第1部材4の下部板部2の上面に接
している。
When the tip tool 1 is attached to the lower end of the drain material A, the lower end of the drain material A is inserted into the through hole 5 of the second member 6 as shown in FIG. (not shown) etc.
The drain material holding portion 3 of the member 4 is fitted, and the lower surface of the second member 6 is in contact with the upper surface of the lower plate portion 2 of the first member 4.

上記先端具1を用いてドレーン材Aを軟弱地盤
中に打込むには、先ず、打設装置を備えたドレー
ン材施工機(例えばTD型打設機)にドレーン材
Aを取付け、中空マンドレル下端より突出したド
レーン材Aの下端部に先端具1を装着する。すな
わち、ドレーン材Aの下端部を第2部材6の貫通
孔5へ上側より挿通し、該ドレーン材Aの下端部
を第1部材4のドレーン材保持部3に保持せし
め、その後、ドレーン材Aを保持板3a,3aの
間に保持した状態でドレーン材保持部3を下側よ
り第2部材6の貫通孔5に嵌合し、ドレーン材A
の下端部をドレーン材保持部3に、周知の如く、
ホツチキス針等にて連結固定する。
To drive the drain material A into soft ground using the tip tool 1, first attach the drain material A to a drain material construction machine (for example, TD model driving machine) equipped with a driving device, and then The tip tool 1 is attached to the lower end of the drain material A that protrudes further. That is, the lower end of the drain material A is inserted into the through hole 5 of the second member 6 from above, the lower end of the drain material A is held in the drain material holding part 3 of the first member 4, and then the drain material A While holding the drain material A between the holding plates 3a, 3a, fit the drain material holding part 3 into the through hole 5 of the second member 6 from below.
As is well known, the lower end of the drain material holding part 3 is
Connect and secure with staples, etc.

これによつて、先端具1がドレーン材Aの下端
部に装着され、中空マンドレルの下端と第1部材
4の下部板部2との間に第2部材6が位置してい
る。
Thereby, the tip tool 1 is attached to the lower end of the drain material A, and the second member 6 is located between the lower end of the hollow mandrel and the lower plate portion 2 of the first member 4.

それから、中空マンドレルとともに先端具1が
装着されたドレーン材Aを所定の打込み点の地盤
中に打込む。このとき、第1部材4は下部板部2
の下面に打込み圧を受けるが、中空マンドレルの
下端部にてバツクアツプされた第2部材6により
補強支持されるので、第1部材4の下部板部2の
破損変形は防止される。
Then, the drain material A with the tip tool 1 attached together with the hollow mandrel is driven into the ground at a predetermined driving point. At this time, the first member 4 is
Although the lower surface receives driving pressure, damage and deformation of the lower plate portion 2 of the first member 4 is prevented because it is reinforced and supported by the second member 6 backed up at the lower end of the hollow mandrel.

しかして、ドレーン材Aが所定の深さに達する
と、前記打設装置を逆作用させることによつて中
空マンドレルが引き上げられる。このとき、第2
部材6の上面が地盤圧を受けて第1部材4の下部
板部2に密着し、先端具1が一体となつてアンカ
ーとして作用し、ドレーン材Aが地盤中に残置さ
れ、中空マンドレルのみ引き抜かれる。
When the drain material A reaches a predetermined depth, the hollow mandrel is pulled up by reversing the driving device. At this time, the second
The upper surface of the member 6 receives ground pressure and comes into close contact with the lower plate portion 2 of the first member 4, and the tip tool 1 works together as an anchor, leaving the drain material A in the ground and only the hollow mandrel being pulled out. It can be done.

中空マンドレルが地上に引き上げられると、ド
レーン材Aをカツトして打込みを完了し、次の打
込み点へ移動する。
When the hollow mandrel is pulled up to the ground, the drain material A is cut, driving is completed, and the mandrel is moved to the next driving point.

なお、上記実施例においては、ドレーン材Aの
打込み時における第1部材4の下部板部2の損傷
は、実開昭60−62543号公報に記載のものに比し
て大となると思われるが、それは主として下部板
部2の周縁の損傷であり、アンカー機能を損うま
での損傷とはならないことが、第1部材4のみの
使用により確認されている。また、下部板部2が
損傷して第2部材6の一部が露出しても、機能上
問題はない。
In addition, in the above embodiment, the damage to the lower plate portion 2 of the first member 4 during driving of the drain material A is thought to be greater than that described in Japanese Utility Model Application Publication No. 60-62543. It has been confirmed by using only the first member 4 that this is mainly damage to the periphery of the lower plate portion 2 and does not damage the anchor function. Furthermore, even if the lower plate portion 2 is damaged and a portion of the second member 6 is exposed, there is no functional problem.

(考案の効果) 本考案は上記のように構成したから、ドレーン
材下端部に簡単に装着することができ、しかも補
強用の第2部材は構造が極めて簡単で打抜き加工
のみで製造でき、かつ材料ロスが少ないから、安
価である。また、第1部材と第2部材とが地盤中
で一体となつてアンカーとして機能し、ドレーン
材と中空マンドレルとの共上りを確実に防止す
る。
(Effects of the invention) Since the present invention is configured as described above, it can be easily attached to the lower end of the drain material, and the second reinforcing member has an extremely simple structure and can be manufactured only by punching. It is inexpensive because there is little material loss. In addition, the first member and the second member function as an anchor in the ground, reliably preventing the drain material and the hollow mandrel from rising together.

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

第1図および第2図は本考案の実施例を示すも
ので、第1図はドレーン材打込み用先端具の斜視
図、第2図は第2部材の斜視図、第3図および第
4図は従来例の断面図である。 1……先端具、2……下部板部、3……ドレー
ン材保持部、4……第1部材、5……貫通孔、6
……第2部材。
1 and 2 show an embodiment of the present invention, in which FIG. 1 is a perspective view of a tip for driving a drain material, FIG. 2 is a perspective view of a second member, and FIGS. 3 and 4. is a sectional view of a conventional example. DESCRIPTION OF SYMBOLS 1... Tip tool, 2... Lower plate part, 3... Drain material holding part, 4... First member, 5... Through hole, 6
...Second member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 中空マンドレルに挿通されたドレーン材の下端
部に装着されるもので、平板状の下部板部および
該下部板部の中央部分において上方に突出するド
レーン材保持部からなる第1部材と、該第1部材
の下部板部と略同一の大きさで前記ドレーン材保
持部が挿通される貫通孔を中央部分に有する補強
用の第2部材とにより構成されることを特徴とす
るドレーン材打込み用先端具。
The first member is attached to the lower end of a drain material inserted through a hollow mandrel, and includes a flat lower plate portion and a drain material holding portion protruding upward at the center of the lower plate portion; A tip for driving a drain material, characterized in that it is constituted by a lower plate part of one member and a second reinforcing member having a through hole in the center part having approximately the same size and through which the drain material holding part is inserted. Ingredients.
JP17548385U 1985-11-13 1985-11-13 Expired JPH0455080Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17548385U JPH0455080Y2 (en) 1985-11-13 1985-11-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17548385U JPH0455080Y2 (en) 1985-11-13 1985-11-13

Publications (2)

Publication Number Publication Date
JPS6285527U JPS6285527U (en) 1987-06-01
JPH0455080Y2 true JPH0455080Y2 (en) 1992-12-24

Family

ID=31114847

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17548385U Expired JPH0455080Y2 (en) 1985-11-13 1985-11-13

Country Status (1)

Country Link
JP (1) JPH0455080Y2 (en)

Also Published As

Publication number Publication date
JPS6285527U (en) 1987-06-01

Similar Documents

Publication Publication Date Title
US4826111A (en) Ground anchor device
JPH0455080Y2 (en)
JP2651813B2 (en) Processing method of joints in reverse driving method
JPS621310Y2 (en)
JPH053353U (en) Steel pipe pile lid
JPH08120687A (en) Pile head support structure and pile rebar holding formwork
JPS5833528Y2 (en) Structure of driven piles for boundary display
JPS6233774Y2 (en)
JPS6111355Y2 (en)
JPS6187042A (en) Top plate with water tank
JP2857862B2 (en) Method of forming drainage gap and edge material for forming drainage gap
JPH0748752Y2 (en) Backing liner for steel pipe pile
JPH0327067Y2 (en)
JPH0714433Y2 (en) Connection structure between concrete pile head and footing
JP4043098B2 (en) Draining device for drain material
JP2003013597A (en) A method of attaching the lumber with ears and the joint rod with ears to the formwork by using a tucker.
JPS6321620Y2 (en)
JP2500221Y2 (en) Plate-shaped wall material construction jig
JPH076178Y2 (en) Sediment extrusion equipment for steel pile joints
JPH0540109Y2 (en)
JPH0477093B2 (en)
JPS638939Y2 (en)
JP3017774U (en) Tsurudome
JPH11241503A (en) Chamfering method for concrete structure and face wood used for it
JPH0142606Y2 (en)