JPH026103Y2 - - Google Patents
Info
- Publication number
- JPH026103Y2 JPH026103Y2 JP1984117795U JP11779584U JPH026103Y2 JP H026103 Y2 JPH026103 Y2 JP H026103Y2 JP 1984117795 U JP1984117795 U JP 1984117795U JP 11779584 U JP11779584 U JP 11779584U JP H026103 Y2 JPH026103 Y2 JP H026103Y2
- Authority
- JP
- Japan
- Prior art keywords
- partition plate
- reinforcing bar
- joint
- plate
- rubber
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 238000005192 partition Methods 0.000 claims description 18
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000000839 emulsion Substances 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【考案の詳細な説明】
〔考案の属する技術分野〕
本考案は、基礎工事として構造される連壁(連
続地中壁)を造成する際の接合部の仕切プレート
に関する。[Detailed description of the invention] [Technical field to which the invention pertains] The present invention relates to a partition plate at a joint when constructing a continuous wall (continuous underground wall) constructed as foundation work.
かかる連壁は周知なごとく、内部に鉄筋篭を配
したコンクリートパネルを堀削孔内に造成し、こ
れを順次連ねていくものであるが、該コンクリー
トパネルの接合法としては種々のものが存在す
る。一例を示すと第2図に示すように、先行パネ
ルを構成する鉄筋篭31の端部に垂直な鋼製の仕
切プレート32を組込み、このプレート32の反
端側に継手用の鉄筋33を突出している。該仕切
プレート32は堀削孔34の幅に近い幅のものと
し、コンクリート打設の際の流出防止の役割をな
す。そして完全性を期すために両端にゴムチユー
ブ35やゴムシート36を取付けることが多い。
図中37はインターロツキングプレート、31′
は後行パネル用の鉄筋篭を示す。
As is well known, such continuous walls are constructed by constructing concrete panels with reinforcing bar cages inside them in excavated holes and connecting them one after another, but there are various methods of joining these concrete panels. do. As an example, as shown in FIG. 2, a vertical steel partition plate 32 is installed at the end of a reinforcing bar basket 31 constituting the preceding panel, and a reinforcing bar 33 for a joint is protruded from the opposite end of this plate 32. ing. The partition plate 32 has a width close to the width of the excavated hole 34, and serves to prevent outflow during concrete pouring. In order to ensure completeness, rubber tubes 35 and rubber sheets 36 are often attached to both ends.
In the figure, 37 is an interlocking plate, 31'
indicates the rebar cage for the trailing panel.
この第2図の例では、前記仕切プレート32で
は端部をU字形に折曲げたものを示したが、断面
H型のものとし、フランジ部分を端部とすれば幅
広の端部となり流出防止効果も高くなる。しか
し、該フランジ部分の外側面はコンクリートが回
り込みきらず、未付着の個所となり、錆等腐食の
発生しやすいものとなる。 In the example shown in FIG. 2, the end of the partition plate 32 is bent into a U-shape, but if the cross section is H-shaped and the flange is used as the end, it becomes a wide end to prevent leakage. It will also be more effective. However, the concrete does not completely wrap around the outer surface of the flange portion, resulting in unattached areas, which are susceptible to corrosion such as rust.
本考案の目的は前記従来例の不都合を解消し、
端部は幅広でしかも全面に密着性が得られるので
完全なコンクリートの流出防止効果が発揮でき、
しかも外部への露出部分がなく防錆処理も実現で
きる連壁接合部の仕切プレートを提供することに
ある。
The purpose of the present invention is to eliminate the disadvantages of the conventional example,
The edges are wide and have good adhesion over the entire surface, so it can fully prevent concrete from flowing out.
Moreover, it is an object of the present invention to provide a partition plate for a continuous wall joint part that has no exposed part to the outside and can be subjected to rust prevention treatment.
しかしてこの目的は本考案によれば、鉄筋籠端
部に配設する鋼製の仕切プレートにおいて、該プ
レートは断面H型でウエブ部分に継手用の鉄筋を
突設し、その突設した鉄筋を囲うようにフランジ
部分を鉄筋篭外側に張出すものとし、該フランジ
部分の外側面を薄肉ゴム袋で囲撓し、内部にゴム
エマルジヨンとモルタルの混合物である充填材を
詰めることにより達成される。
However, according to the present invention, the purpose of the lever is to provide a steel partition plate disposed at the end of the reinforcing bar cage, the plate having an H-shaped cross section and having reinforcing bars for joints protruding from the web portion, and This is achieved by extending the flange part to the outside of the reinforcing bar cage so as to surround it, surrounding the outer surface of the flange part with a thin rubber bag, and filling the inside with a filler material that is a mixture of rubber emulsion and mortar.
以下、図面について本考案の仕切プレートの実
施例を詳細に説明する。
Hereinafter, embodiments of the partition plate of the present invention will be described in detail with reference to the drawings.
第1図は本考案の仕切プレートの使用例を示す
斜視図で、図中5は堀削孔4内に予め形成される
ガイドウオール、1は鉄筋篭を示す。 FIG. 1 is a perspective view showing an example of use of the partition plate of the present invention, in which reference numeral 5 indicates a guide wall formed in advance in the excavated hole 4, and 1 indicates a reinforcing bar cage.
該鉄筋篭1の端部に鋼製の仕切プレート2を組
込むが、これは断面H型のものでそのフランジ部
2aを鉄筋篭1の側部外側に張出させるように
し、ウエブ部2bの反対面からは継手用の鉄筋3
を突設した。前記フランジ部2aはこの継手用の
鉄筋3を囲うように張出すものである。 A steel partition plate 2 is installed at the end of the reinforcing bar cage 1, and this has an H-shaped cross section, with its flange portion 2a extending outward from the side of the reinforcing bar cage 1, and opposite to the web portion 2b. From the side, reinforcing bar 3 for the joint
was installed. The flange portion 2a extends so as to surround the reinforcing bar 3 for the joint.
さらに、この仕切プレート2はフランジ部2a
の外側面を多少間隙を存して薄肉ゴム袋6で囲撓
する。なお、このゴム袋6をプレート2に取付け
るには、ゴム袋6の端をフランジ部2aの内側に
リベツト止めや接着剤等で固定するものとし、ま
たゴム袋6の下端は閉塞した方がよい。 Furthermore, this partition plate 2 has a flange portion 2a.
The outer surface of the bag is surrounded by a thin rubber bag 6 with a slight gap. In addition, in order to attach this rubber bag 6 to the plate 2, the end of the rubber bag 6 should be fixed to the inside of the flange part 2a with rivets or adhesive, and the lower end of the rubber bag 6 should be closed. .
図中、7はモルタル注入用のパイプで、これは
例えばフランジ部2aの内側に沿わせて予め設け
られ、フランジ部2aの下部に形成するモルタル
吐出口8に連通させる。 In the figure, 7 is a mortar injection pipe, which is provided in advance along the inside of the flange portion 2a, for example, and is communicated with a mortar discharge port 8 formed at the lower part of the flange portion 2a.
また、図中9はロツキングプレートで、端部を
鈍角に折曲げて耳部9aを形成し、ここに当接用
のゴム片10を取付けた。このプレート9は堀削
時の土砂が継手用の鉄筋3の方へ入り込むのを防
止するものである。 Further, numeral 9 in the figure is a locking plate, the end of which is bent at an obtuse angle to form a lug 9a, to which a rubber piece 10 for abutting is attached. This plate 9 prevents earth and sand from entering into the reinforcing bars 3 for the joint during excavation.
このようにして、堀削孔4内に予め仕切プレー
ト2等を組込んだ鉄筋篭1を建込み、注入用のパ
イプ7を用いてプレート2のフランジ部2aとゴ
ム袋6間にゴムエマルジヨンとモルタルを混合し
た充填材(図示せず)を詰め込む。すると、ゴム
袋6はその注入圧で膨張して孔壁に強く密着す
る。 In this way, the reinforcing bar cage 1 with the partition plate 2 etc. installed in advance is built into the excavated hole 4, and the injection pipe 7 is used to inject rubber emulsion and mortar between the flange portion 2a of the plate 2 and the rubber bag 6. A filling material (not shown) mixed with the above is packed. Then, the rubber bag 6 expands due to the injection pressure and tightly adheres to the hole wall.
これで鉄筋篭1の端部は完全に仕切られるもの
で、コンクリートを打設しても流出することはな
い。 The ends of the reinforcing bar basket 1 are now completely partitioned, and concrete will not flow out even when poured.
次に、ロツキングプレート9を介在させて後行
パネル用の堀削孔4′を造成し、後行パネル用の
鉄筋篭を建込みその端を継手用の鉄筋3とラツプ
させてコンクリートを打設する。 Next, a hole 4' for the trailing panel is created with a locking plate 9 interposed therebetween, a reinforcing bar cage for the trailing panel is erected, its ends are wrapped with the reinforcing bars 3 for the joint, and concrete is poured. Set up
仕切プレート2は、フランジ部外側はこの充填
材で、その他の部分は打設コンクリートで完全に
被覆されてしまうので、土砂や地下水に直接触れ
ることはなく、錆の発生する心配もなくなる。 Since the outside of the flange part of the partition plate 2 is completely covered with this filling material and the other parts are completely covered with poured concrete, it does not come into direct contact with earth and sand or groundwater, and there is no fear of rust.
以上述べたように本考案の連壁接合部の仕切プ
レートは、該プレートの端部を幅広のフランジと
することで、鉄筋篭の端でその継手部を囲いなが
ら孔壁への幅広い接合部が得られるようにし、し
かもこの接合部を確保するフランジの外側面の部
分のゴム袋体が全面的に孔壁に圧着するので完全
な封止効果が得られ、しかもプレートフランジ部
が外へ露出することのないようにする防錆処理も
同時に実現できるものである。
As described above, the partition plate of the continuous wall joint of the present invention has a wide flange at the end of the plate, so that the wide joint to the hole wall can be formed while surrounding the joint with the end of the reinforcing bar cage. Moreover, since the rubber bag on the outer surface of the flange that secures this joint is fully crimped against the hole wall, a complete sealing effect can be obtained, and the plate flange part is not exposed to the outside. At the same time, anti-corrosion treatment can be implemented to prevent this from occurring.
第1図は本考案の連壁接合部の仕切プレートの
使用例を示す斜視図、第2図は従来の仕切プレー
トの一例を示す平面図である。
1,31,31′……鉄筋篭、2,32……仕
切プレート、2a……フランジ部、2b……ウエ
ブ部、3,33……継手用の鉄筋、4,4′……
堀削孔、5……ガイドウオール、6……ゴム袋、
7……モルタル注入用のパイプ、8……モルタル
吐出口、9……ロキングプレート、9a……耳
部、10……ゴム片、35……ゴムチユーブ、3
6……ゴムシート、37……インターロツキング
プレート。
FIG. 1 is a perspective view showing an example of use of the partition plate of the continuous wall joint of the present invention, and FIG. 2 is a plan view showing an example of a conventional partition plate. 1, 31, 31'...Reinforcement cage, 2,32...Partition plate, 2a...Flange part, 2b...Web part, 3,33...Reinforcing bar for joint, 4,4'...
Drilling hole, 5... Guide wall, 6... Rubber bag,
7...Pipe for mortar injection, 8...Mortar discharge port, 9...Rocking plate, 9a...Ear portion, 10...Rubber piece, 35...Rubber tube, 3
6...Rubber sheet, 37...Interlocking plate.
Claims (1)
いて、該プレートは断面H型でウエブ部分に継手
用の鉄筋を突設し、その突設した鉄筋を囲うよう
にフランジ部分を鉄筋籠外側に張出すものとし、
該フランジ部分の外側面を薄肉ゴム袋で囲撓し、
内部にゴムエマルジヨンとモルタルの混合物であ
る充填材を詰めることを特徴とした連壁接合部の
仕切プレート。 A steel partition plate installed at the end of a reinforcing bar cage has an H-shaped cross section and has reinforcing bars for joints protruding from the web part, and a flange part is attached to the outside of the reinforcing bar cage so as to surround the protruding reinforcing bars. shall be extended;
Surrounding the outer surface of the flange portion with a thin rubber bag,
A partition plate for a continuous wall joint that is filled with a filler that is a mixture of rubber emulsion and mortar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11779584U JPS6132228U (en) | 1984-07-30 | 1984-07-30 | Partition plate at continuous wall joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11779584U JPS6132228U (en) | 1984-07-30 | 1984-07-30 | Partition plate at continuous wall joint |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6132228U JPS6132228U (en) | 1986-02-26 |
JPH026103Y2 true JPH026103Y2 (en) | 1990-02-14 |
Family
ID=30676693
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11779584U Granted JPS6132228U (en) | 1984-07-30 | 1984-07-30 | Partition plate at continuous wall joint |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6132228U (en) |
-
1984
- 1984-07-30 JP JP11779584U patent/JPS6132228U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6132228U (en) | 1986-02-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH026103Y2 (en) | ||
JPH052662Y2 (en) | ||
JPH09125417A (en) | Basement wall body and asymmetrically closed section steel pile | |
KR102586998B1 (en) | Underground continuous wall panel with reinforced connection part and its construction method | |
JP2949595B2 (en) | Continuous underground wall construction method | |
JP7416646B2 (en) | Steel sheet pile connection structure and steel sheet pile connection method | |
JP2868147B2 (en) | Installation method of water stoppage plate and water stoppage plate | |
JP3834119B2 (en) | Packer type continuous underground wall joint and its construction method | |
JPH0220271Y2 (en) | ||
JPH0144849B2 (en) | ||
JPS6017898B2 (en) | Construction method of pile foundation with underground wall | |
JPH053545Y2 (en) | ||
JPH0428935Y2 (en) | ||
JP3291544B2 (en) | Split assembling method for box culvert construction | |
JPS6335915A (en) | Construction work of underground continuous wall | |
JPS607397Y2 (en) | Joint structure of concrete sheet piles | |
JPH05331841A (en) | Construction method for underground continuous wall | |
JPH0513776Y2 (en) | ||
JPS6315382Y2 (en) | ||
JPS6235695Y2 (en) | ||
JPS6245365B2 (en) | ||
JPS6011177B2 (en) | Construction method of underground continuous wall | |
JPH08284152A (en) | Reinforcements for soil cement continuous underground wall | |
JPH0218088Y2 (en) | ||
JPS6252087B2 (en) |