TWM496028U - Column type sheet pile including one or more hollow pillar structure - Google Patents
Column type sheet pile including one or more hollow pillar structure Download PDFInfo
- Publication number
- TWM496028U TWM496028U TW103200906U TW103200906U TWM496028U TW M496028 U TWM496028 U TW M496028U TW 103200906 U TW103200906 U TW 103200906U TW 103200906 U TW103200906 U TW 103200906U TW M496028 U TWM496028 U TW M496028U
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- sheet pile
- shaped connecting
- shaped
- column type
- trapezoidal
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- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- 239000002184 metal Substances 0.000 description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000000463 material Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229920000915 polyvinyl chloride Polymers 0.000 description 2
- 239000004800 polyvinyl chloride Substances 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002940 repellent Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Description
本創作係關於一種河堤、湖堤、海堤等的護岸擋土阻水用屏牆板樁，尤其指一種以塑膠材料一次押出成型之多邊型中空柱狀型的樹脂板樁，其兩側邊緣各設有連結嵌合用之C型剖面連接元件及T型剖面連接元件。The present invention relates to a screen wall sheet pile for water repellent for river bank, lake embankment, seawall, etc., especially a polygonal hollow column-shaped resin sheet pile formed by one-time extrusion of plastic material, both sides of which are Each of the edges is provided with a C-shaped cross-section connecting element for connecting and fitting, and a T-shaped cross-sectional connecting element.
板樁是一種建築、土木結構或水利營造工程中用於擋土或擋水的建築材料°為保持直立，板樁需***地面達足夠深度，板樁須具有一定的結構強度，因此板樁多由鋼鐵鑄造而成。然而，金屬板樁常會發生鏽蝕、彎曲破損、鎖口不合、鎖口有焊瘤等缺陷情況。A sheet pile is a building material used for retaining or retaining water in a building, civil structure or water conservancy project. To maintain an upright position, the sheet pile needs to be inserted into the ground to a sufficient depth, and the sheet pile must have a certain structural strength, so the pile is more Cast from steel. However, metal sheet piles often suffer from defects such as rust, bending and breakage, misalignment of the locks, and weld defects in the lock.
聚氯乙烯樹脂(PVC)及其他塑化材質也被用以製作板樁。藉由形成M型、Z型或U型等構造的板樁可強化板樁強度。板樁的左右側邊緣可設有一凸型端套頭結構和一為凹型端套頭結構，利用凸凹嵌合連接原理將板狀型屏牆板樁的凹型端套頭結構對應另一板樁的凸型端套頭結構，相鄰的兩板樁可藉此連接而形成連續的擋土或擋水結構。Polyvinyl chloride resin (PVC) and other plasticized materials are also used to make sheet piles. The sheet pile strength can be strengthened by forming sheet piles of M type, Z type or U type structure. The left and right side edges of the sheet pile may be provided with a convex end sleeve structure and a concave end sleeve structure, and the concave end sleeve structure of the plate type screen wall sheet pile is corresponding to the convex end of the other sheet pile by the convex and concave fitting connection principle. The ferrule structure, the adjacent two slab piles can be connected to form a continuous retaining or water retaining structure.
板樁係放置於海岸或河堤邊，非平面構造可以減少水波之衝擊。圖1為習知之中空柱狀板樁。然而，由於塑膠材料仍有結構強度限制，將金屬管套入板樁中空柱狀結構可結合塑膠及金屬兩者之優點，但若板樁之柱狀結構未能緊扣套入其中之金屬管，則增強板樁結構強度之效果有 限。因此需要一種使金屬管與板樁中空柱狀結構易於套接且緊扣的板樁。The sheet pile system is placed on the coast or river bank, and the non-planar structure can reduce the impact of water waves. Figure 1 is a conventional hollow cylindrical sheet pile. However, due to the structural strength limitation of the plastic material, the hollow tube-like structure of the metal tube can be combined with the advantages of both plastic and metal, but if the columnar structure of the sheet pile fails to fasten the metal tube that is nested therein , the effect of strengthening the structural strength of the sheet pile is limit. Therefore, there is a need for a sheet pile that allows the metal tube to be easily nested and fastened to the hollow columnar structure of the sheet pile.
本創作係提供一種可降低河堤或海堤水波衝擊，並加強結構強度之板樁。為達上述目的，本創作之板樁包括一或多個中空柱狀結構，其中該板樁之一端為C型連接元件，其該板樁之另一端為T型連接元件，該T型連接元件兩端各包括一突出肋條，該突出肋條之邊緣削斜呈30°至40°，該斜面形成尖30°及底75°的等腰三角形，該中空柱狀結構內包含多個梯形肋條。藉由板樁之柱狀結構破壞波浪波形以降低板樁所受衝擊。另外，使用者可將金屬棒或金屬管套入板樁中空柱狀結構或填入砂石或水泥以加強板樁的結構強度。This creation provides a sheet pile that reduces the impact of water waves on river banks or seawalls and strengthens the structural strength. In order to achieve the above object, the sheet pile of the present invention comprises one or more hollow columnar structures, wherein one end of the sheet pile is a C-shaped connecting element, and the other end of the sheet pile is a T-shaped connecting element, and the T-shaped connecting element The two ends each comprise a protruding rib, the edge of which is chamfered by 30° to 40°, and the inclined surface forms an isosceles triangle with a tip of 30° and a bottom of 75°, and the hollow columnar structure comprises a plurality of trapezoidal ribs. The wave shape is broken by the columnar structure of the sheet pile to reduce the impact of the sheet pile. In addition, the user can fit the metal rod or metal tube into the hollow column structure of the sheet pile or fill in sand or cement to strengthen the structural strength of the sheet pile.
板樁之中空柱狀結構其剖面可為矩形、拱門形、圓形、六角形或梯形。板樁之兩側各具有一C型連接元件及T型連接元件，板樁之T型連接元件可與另一板樁之C型連接元件嵌合套接，該嵌合套接處可緊密嵌合，不影響板樁牆所具備基本擋水或擋土效果。另外，板樁之T型連接元件兩端各包括一突出肋條，該突出肋條之邊緣削斜呈30°至40°，該斜面形成尖30°及底75°的等腰三角形。上述削斜面構造可使T型連接元件易於嵌合套接C型連接元件，等腰三角形的突出肋條能使T型連接元件與C型連接元件相互緊扣不易鬆脫。The hollow columnar structure of the sheet pile may have a rectangular shape, an arch shape, a circular shape, a hexagonal shape or a trapezoidal shape. Each of the two sides of the sheet pile has a C-shaped connecting element and a T-shaped connecting element, and the T-shaped connecting element of the sheet pile can be sleeved with the C-shaped connecting element of the other sheet pile, and the fitting sleeve can be tightly embedded It does not affect the basic water retaining or retaining effect of the sheet pile wall. In addition, the T-shaped connecting members of the sheet pile each include a protruding rib, and the edge of the protruding rib is chamfered by 30° to 40°, and the inclined surface forms an isosceles triangle with a pointed angle of 30° and a bottom of 75°. The above-mentioned chamfered surface structure can make the T-shaped connecting element easy to fit and fit the C-shaped connecting element, and the protruding rib of the isosceles triangle can make the T-shaped connecting element and the C-shaped connecting element tightly fasten and not loose.
板樁之中空柱狀結構內面包括多個梯形肋條，該梯形肋條可使板樁中空柱狀結構緊扣套入其內之金屬管，而使板樁之結構強度增強。金屬管之形狀不限定與柱狀結構形狀相同，例如：圓形金屬管可套入圓形柱狀結構，矩形金屬管亦可套入圓形柱狀結構。The inner surface of the hollow columnar structure of the sheet pile includes a plurality of trapezoidal ribs, which can make the hollow columnar structure of the sheet pile tightly fit into the metal tube therein, and the structural strength of the sheet pile is enhanced. The shape of the metal tube is not limited to be the same as the shape of the columnar structure. For example, a circular metal tube can be fitted into a circular columnar structure, and a rectangular metal tube can also be nested in a circular columnar structure.
11‧‧‧C型連接元件11‧‧‧C type connecting element
12‧‧‧T型連接元件12‧‧‧T-connecting components
122‧‧‧突出肋條122‧‧‧ protruding ribs
1222‧‧‧等腰三角形1222‧‧‧ Isosceles triangle
13‧‧‧擋板13‧‧‧Baffle
14‧‧‧梯形肋條14‧‧‧Trapezoidal Ribs
圖1顯示習知中空柱型板樁圖2顯示本創作矩形柱型板樁之立體圖及細部圖；圖3顯示本創作矩形鋼管套入矩形型板樁之立體圖及細部圖；圖4顯示本創作拱門形柱型板樁之立體圖及細部圖；圖5顯示本創作圓形柱型板樁之立體圖及細部圖；圖6顯示本創作六角形柱型板樁之立體圖及細部圖；圖7顯示本創作梯形柱型板樁之立體圖及細部圖；圖8顯示本創作板樁嵌合套接剖面圖。Fig. 1 shows a conventional hollow column type sheet pile. Fig. 2 shows a perspective view and a detailed view of the rectangular column type sheet pile; Fig. 3 shows a perspective view and a detailed view of the rectangular steel tube which is inserted into the rectangular sheet pile; Fig. 4 shows the creation The three-dimensional and detailed view of the arch-shaped column pile; Figure 5 shows the perspective and detail of the circular column-type sheet pile; Figure 6 shows the perspective and detail of the hexagonal column pile; Figure 7 shows this A perspective view and a detailed view of the trapezoidal column type sheet pile are created; FIG. 8 shows a cross-sectional view of the stitching of the created sheet pile.
本創作所提供之矩形柱型板樁之實施例如圖2及3所示。圖2為矩形柱型板樁，矩形柱狀結構為中空，板樁之擋板13左右兩側各包括一個C型連接元件11及一個T型連接元件12。如圖2細部圖所示，T型連接元件12兩端各包括一突出肋條122，突出肋條122之邊緣削斜呈30°至40°，該斜面形成尖30°及底75°的等腰三角形1222；矩形柱狀結構內面包括多個梯形肋條14。圖3為套入矩形鋼管之矩形柱型板樁，藉由梯形肋條，矩形柱狀結構可緊扣矩形鋼管。The implementation of the rectangular column type sheet pile provided by the present creation is shown in Figs. 2 and 3. 2 is a rectangular column type sheet pile, the rectangular column structure is hollow, and the left and right sides of the sheet pile 13 include a C-shaped connecting member 11 and a T-shaped connecting member 12. As shown in the detailed view of Fig. 2, the T-shaped connecting members 12 each include a protruding rib 122 at each end thereof, and the edge of the protruding rib 122 is chamfered by 30° to 40°, and the inclined surface forms an isosceles triangle with a pointed 30° and a bottom 75°. 1222; The inner surface of the rectangular columnar structure includes a plurality of trapezoidal ribs 14. Fig. 3 is a rectangular column type sheet pile which is sleeved into a rectangular steel tube. The rectangular columnar structure can be used to fasten the rectangular steel tube by the trapezoidal rib.
本創作所提供之拱門形柱型板樁之實施例如圖4所示，拱門形柱狀結構為中空，板樁之擋板13左右兩側各包括一個C型連接元件11及一個T型連接元件12。如圖4細部圖所示，T型連接元件12兩端各包括一突出肋條122，突出肋條122之邊緣削斜呈30°至40°，該斜面形成尖30°及底75°的等腰三角形1222；拱門形柱狀結構內面包括多個梯形肋條14。使用者亦可將鋼 管套入拱門形柱型板樁，藉由梯形肋條14，拱門形柱狀結構可緊扣鋼管。The arch-shaped column pile provided by the present invention is implemented as shown in FIG. 4, the arch-shaped column structure is hollow, and the left and right sides of the baffle plate 13 include a C-shaped connecting member 11 and a T-shaped connecting member. 12. As shown in the detailed view of Fig. 4, the T-shaped connecting members 12 each include a protruding rib 122 at the two ends, and the edge of the protruding rib 122 is chamfered by 30° to 40°, and the inclined surface forms an isosceles triangle with a pointed angle of 30° and a bottom of 75°. 1222; The inner surface of the arch-shaped columnar structure includes a plurality of trapezoidal ribs 14. Users can also steel The tube is sleeved into the arch-shaped column-shaped sheet pile, and the trapezoidal rib 14 can be used to fasten the steel tube.
本創作所提供之圓形柱型板樁之實施例如圖5所示，圓形柱狀結構為中空，板樁之擋板13左右兩側各包括一個C型連接元件11及一個T型連接元件12。如圖5細部圖所示，T型連接元件12兩端各包括一突出肋條122，突出肋條122之邊緣削斜呈30°至40°，該斜面形成尖30°及底75°的等腰三角形1222；圓形柱狀結構內面包括多個梯形肋條14。使用者亦可將鋼管套入圓形柱型板樁，藉由梯形肋條14，圓形柱狀結構可緊扣鋼管。The circular column type sheet pile provided by the present invention is implemented as shown in FIG. 5, and the circular columnar structure is hollow, and the left and right sides of the plate pile 13 include a C-shaped connecting member 11 and a T-shaped connecting member. 12. As shown in the detail view of Fig. 5, the two ends of the T-shaped connecting member 12 each include a protruding rib 122, and the edge of the protruding rib 122 is chamfered by 30° to 40°, and the inclined surface forms an isosceles triangle with a pointed angle of 30° and a bottom of 75°. 1222; the inner surface of the circular cylindrical structure includes a plurality of trapezoidal ribs 14. The user can also fit the steel pipe into the circular column type sheet pile, and the trapezoidal rib 14 can be used to fasten the steel pipe.
本創作所提供之六角形柱型板樁之實施例如圖6所示，六角形柱狀結構為中空，板樁之擋板13左右兩側各包括一個C型連接元件11及一個T型連接元件12。如圖6細部圖所示，T型連接元件12兩端各包括一突出肋條122，突出肋條122之邊緣削斜呈30°至40°，該斜面形成尖30°及底75°的等腰三角形1222；六角形柱狀結構內面包括多個梯形肋條14。使用者亦可將鋼管套入六角形柱型板樁，藉由梯形肋條14，六角形柱狀結構可緊扣鋼管。The hexagonal column type sheet pile provided by the present invention is implemented as shown in FIG. 6, the hexagonal columnar structure is hollow, and the left and right sides of the sheet pile baffle 13 include a C-shaped connecting member 11 and a T-shaped connecting member. 12. As shown in the detailed view of Fig. 6, the T-shaped connecting members 12 each include a protruding rib 122, and the edge of the protruding rib 122 is chamfered by 30° to 40°, and the inclined surface forms an isosceles triangle with a pointed 30° and a bottom 75°. 1222; the inner surface of the hexagonal columnar structure includes a plurality of trapezoidal ribs 14. The user can also fit the steel pipe into the hexagonal column type sheet pile, and the trapezoidal rib 14 can be used to fasten the steel pipe.
本創作所提供之梯形柱型板樁之實施例如圖7所示，梯形柱狀結構為中空，板樁之擋板13左右兩側各包括一個C型連接元件11及一個T型連接元件12。如圖7細部圖所示，T型連接元件12兩端各包括一突出肋條122，突出肋條122之邊緣削斜呈30°至40°，該斜面形成尖30°及底75°的等腰三角形1222；梯形柱狀結構內面包括多個梯形肋條14。使用者亦可將鋼管套入梯形柱型板樁，藉由梯形肋條14，梯形柱狀結構可緊扣鋼管。The implementation of the trapezoidal column type sheet pile provided by the present invention is as shown in FIG. 7. The trapezoidal columnar structure is hollow, and the left and right sides of the sheet pile baffle 13 include a C-shaped connecting member 11 and a T-shaped connecting member 12. As shown in the detailed view of Fig. 7, the T-shaped connecting members 12 each have a protruding rib 122 at each end thereof, and the edge of the protruding rib 122 is chamfered by 30° to 40°, and the inclined surface forms an isosceles triangle with a pointed 30° and a bottom 75°. 1222; The inner surface of the trapezoidal columnar structure includes a plurality of trapezoidal ribs 14. The user can also insert the steel pipe into the trapezoidal column type sheet pile, and the trapezoidal ribs 14 can be used to fasten the steel pipe.
如圖8所示，前述圖2至7之T型連接元件12兩端各包括一突出肋條122，T型連接元件12可與另一板樁上之C型連接元件11嵌合套接。As shown in FIG. 8, the T-shaped connecting members 12 of the foregoing FIGS. 2 to 7 each include a protruding rib 122, and the T-shaped connecting member 12 can be fitted into the C-shaped connecting member 11 on the other sheet pile.
以上所述僅係用以說明本創作之較佳實施例，而非對本創作做任何形式之限制，凡是在相同創作精神下所作之任何修飾或變更，皆應屬本創作保護之範圍。The above description is only intended to illustrate the preferred embodiment of the present invention, and is not intended to limit the scope of the present invention. Any modification or alteration made in the same creative spirit should be within the scope of this creative protection.
11‧‧‧C型連接元件11‧‧‧C type connecting element
12‧‧‧T型連接元件12‧‧‧T-connecting components
122‧‧‧突出肋條122‧‧‧ protruding ribs
1222‧‧‧等腰三角形1222‧‧‧ Isosceles triangle
13‧‧‧擋板13‧‧‧Baffle
14‧‧‧梯形肋條14‧‧‧Trapezoidal Ribs
Claims (2)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW103200906U TWM496028U (en) | 2014-01-16 | 2014-01-16 | Column type sheet pile including one or more hollow pillar structure |
| PH12015000017A PH12015000017A1 (en) | 2014-01-16 | 2015-01-13 | A pillar-shaped bulkhead strip having one or many hollow pillar-shaped structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW103200906U TWM496028U (en) | 2014-01-16 | 2014-01-16 | Column type sheet pile including one or more hollow pillar structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| TWM496028U true TWM496028U (en) | 2015-02-21 |
Family
ID=53018281
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW103200906U TWM496028U (en) | 2014-01-16 | 2014-01-16 | Column type sheet pile including one or more hollow pillar structure |
Country Status (2)
| Country | Link |
|---|---|
| PH (1) | PH12015000017A1 (en) |
| TW (1) | TWM496028U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113186889A (en) * | 2021-02-02 | 2021-07-30 | 中国海洋大学 | Combined pile plate structure for reinforcing and protecting artificial island reef and construction method thereof |
-
2014
- 2014-01-16 TW TW103200906U patent/TWM496028U/en not_active IP Right Cessation
-
2015
- 2015-01-13 PH PH12015000017A patent/PH12015000017A1/en unknown
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113186889A (en) * | 2021-02-02 | 2021-07-30 | 中国海洋大学 | Combined pile plate structure for reinforcing and protecting artificial island reef and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| PH12015000017A1 (en) | 2016-07-25 |
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| MK4K | Expiration of patent term of a granted utility model |