CN203821370U - Columnar sheet pile comprising one or more hollow columnar structures - Google Patents
Columnar sheet pile comprising one or more hollow columnar structures Download PDFInfo
- Publication number
- CN203821370U CN203821370U CN201420045396.7U CN201420045396U CN203821370U CN 203821370 U CN203821370 U CN 203821370U CN 201420045396 U CN201420045396 U CN 201420045396U CN 203821370 U CN203821370 U CN 203821370U
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- China
- Prior art keywords
- sheet pile
- coupling assembling
- columnar
- trapezoidal
- columnar structures
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- 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
Links
- 230000008878 coupling Effects 0.000 claims description 37
- 238000010168 coupling process Methods 0.000 claims description 37
- 238000005859 coupling reaction Methods 0.000 claims description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 12
- 239000010959 steel Substances 0.000 description 12
- 239000002184 metal Substances 0.000 description 11
- 239000000463 material Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model provides a columnar sheet pile comprising one or more hollow columnar structures. One end of a baffle of the sheet pile is provided with a C-shaped connecting module, and the other end of the baffle of the sheet pile is provided with a T-shaped connecting module. Two ends of the T-shaped connecting module respectively comprise protruded ribs, the edges of the protruded ribs are cut slantly to be inclined planes of 30 degrees to 40 degrees, and the inclined planes form an isosceles triangle with the vertex angle being 30 degrees and the base angles being 75 degrees. The columnar sheet pile comprises a plurality of trapezoidal ribs and can reduce water wave impact on a river bank or a seawall and reinforce structural strength.
Description
Technical field
The shore protection gear soil that the utility model relates to a kind of river levee, Hu Di, sea wall etc. blocks water with screen wall sheet-piles, especially refer to a kind of resin sheet pile of the polygonal hollow column type with an extrusion molding of plastic material, its both sides of the edge are respectively provided with the C type profile coupling assembling and the T-shaped section coupling assembling that link chimeric use.
Background technology
Sheet pile is that a kind of building, civil structure or water conservancy are built in engineering for keeping off the constructional materials of soil or dash.For being kept upright, sheet pile need insert ground and reach enough degree of depth, and sheet pile must have certain structural strength, and therefore sheet pile is many is formed by steel casting.But metal sheet pile often can occur that corrosion, failure in bending, fore shaft do not conform to, fore shaft has the defect situation such as overlap.
Corvic (PVC) and other plasticizing materials are also used to make sheet pile.Can strengthen sheet pile intensity by forming M type, Z-type or U-shaped isostructure sheet pile.The left and right sides edge of sheet pile can be provided with convex end cover header structure and matrix end cover header structure, utilize the chimeric catenation principle of convex-concave plate-like type to be shielded to the convex end cover header structure of corresponding another sheet pile of matrix end cover header structure of wall sheet-piles, two adjacent sheet piles can connect by this and form continuous gear soil or water-retaining structure.
Sheet pile is for being positioned over seashore or river levee limit, and on-plane surface structure can reduce the impact of ripples.Fig. 1 is known void column shape sheet pile.But, because plastic material still has structural strength restriction, metal tube is inserted in to sheet pile hollow columnar structures can be in conjunction with plastics and both advantages of metal, if but the column structure of sheet pile fail to link closely and be inserted in metal tube wherein, the effect of reinforcement plate pilework intensity is limited.Therefore need a kind of sheet pile that makes metal tube and sheet pile hollow columnar structures be easy to socket and link closely.
Summary of the invention
The one that provides the utility model can reduce river levee or sea wall Water wave impact, and strengthens the sheet pile of structural strength.For reaching above-mentioned purpose, sheet pile of the present utility model comprises one or more hollow columnar structures, wherein one end of this sheet pile is C type coupling assembling, the other end of its this sheet pile is T-shaped coupling assembling, these T-shaped coupling assembling two ends respectively comprise an outstanding rib, the edge of this outstanding rib is cut and is tiltedly 30 ° to 40 °, and this inclined-plane forms point 30 ° and the end isosceles triangle of 75 °, comprises multiple trapezoidal ribs in this hollow columnar structures.Destroying wave waveform by the column structure of sheet pile is hit to reduce sheet pile.In addition, user metal bar or metal tube can be inserted in to sheet pile hollow columnar structures insert sandstone or cement to strengthen the structural strength of sheet pile.
The section of the hollow columnar structures of sheet pile can be rectangle, arch door shape, circle, hexagon or trapezoidal.The both sides of sheet pile respectively have C type coupling assembling and T-shaped coupling assembling, the T-shaped coupling assembling of sheet pile can with the chimeric socket of C type coupling assembling of another sheet pile, this chimeric socket place can be closely chimeric, do not affect sheet pile wall and possess basic dash or keep off native effect.In addition, the T-shaped coupling assembling two ends of sheet pile respectively comprise outstanding rib, and the inclined-plane that is tiltedly 30 ° to 40 ° is cut at the edge of this outstanding rib, and this inclined-plane forms point 30 ° and the end isosceles triangle of 75 °.The above-mentioned inclined-plane structure cut can make T-shaped coupling assembling be easy to chimeric socket C type coupling assembling, and the outstanding rib of isosceles triangle can make T-shaped coupling assembling and C type coupling assembling mutually link closely to be difficult for getting loose.
The hollow columnar structures inner surface of sheet pile comprises multiple trapezoidal ribs, and this trapezoidal rib can make sheet pile hollow columnar structures link closely and be inserted in its interior metal tube, and the structural strength of sheet pile is strengthened.The shape of metal tube does not limit identical with column structure shape, and for example: round metal tube can be inserted in circular cylindrical shape structure, rectangular metal Guan Yike is inserted in circular cylindrical shape structure.
Brief description of the drawings
Above-mentioned and/or additional aspect of the present utility model and advantage accompanying drawing below combination is understood becoming the description of embodiment obviously and easily, wherein:
Fig. 1 is known hollow columnar sheet pile stereogram;
Fig. 2 is according to stereogram and the partial enlarged drawing of the rectangle column sheet pile of the utility model embodiment;
Fig. 3 is stereogram and the partial enlarged drawing that is inserted in rectangle column sheet pile according to the rectangular steel pipe of the utility model embodiment;
Fig. 4 is according to stereogram and the partial enlarged drawing of the arch door shape column sheet pile of the utility model embodiment;
Fig. 5 is according to stereogram and the partial enlarged drawing of the circular cylindrical shape sheet pile of the utility model embodiment;
Fig. 6 is according to stereogram and the partial enlarged drawing of the hexagon column sheet pile of the utility model embodiment;
Fig. 7 is according to stereogram and the partial enlarged drawing of the trapezoidal column sheet pile of the utility model embodiment;
Fig. 8 is according to the chimeric socket sectional drawing of the sheet pile of the utility model embodiment.
Description of reference numerals:
1 sheet pile
11 C type coupling assemblings
12 T-shaped coupling assemblings
122 outstanding ribs
1222 isosceles triangles
13 File plates
14 trapezoidal ribs
Detailed description of the invention
The embodiment of rectangle column sheet pile provided by the utility model is as shown in Fig. 2 and 3.Fig. 2 is rectangle column sheet pile, and rectangle column structure is hollow, and the baffle plate 13 of sheet pile each side comprises a C type coupling assembling 11 and a T-shaped coupling assembling 12.As shown in partial enlarged drawing in Fig. 2, T-shaped coupling assembling 12 two ends respectively comprise an outstanding rib 122, the inclined-plane 1221 that is tiltedly 30 ° to 40 ° is cut at the edge of outstanding rib 122, this inclined-plane 1221 forms point 30 ° and the end isosceles triangle of 75 ° 1222, be that inclined-plane 1221 can form the structure that is roughly isosceles triangle, by inclined-plane 1221 and extend the drift angle that crossing extended line can form this isosceles triangle 1222 and be about 30 °, two base angles are about 75 °; Rectangle column structure inner surface comprises multiple trapezoidal ribs 14.Fig. 3 is the rectangle column sheet pile that is inserted in rectangular steel pipe, by trapezoidal rib 14, and the rectangle column structure rectangular steel pipe that can link closely.
As shown in Figure 4, arch door shape column structure is hollow to the embodiment of arch door shape column sheet pile provided by the utility model, and the baffle plate 13 of sheet pile each side comprises a C type coupling assembling 11 and a T-shaped coupling assembling 12.As shown in Fig. 4 partial enlarged drawing, T-shaped coupling assembling 12 two ends respectively comprise an outstanding rib 122, the inclined-plane that is tiltedly 30 ° to 40 ° is cut at the edge of outstanding rib 122, and this inclined-plane forms 30 ° of points and the end isosceles triangle of 75 ° 1222 (can with reference to partial enlarged drawing corresponding in figure 2); Arch door shape column structure inner surface comprises multiple trapezoidal ribs 14.User also can be inserted in steel pipe arch door shape column sheet pile, by trapezoidal rib 14, and the arch door shape column structure steel pipe that can link closely.
As shown in Figure 5, circular cylindrical shape structure is hollow to the embodiment of circular cylindrical shape sheet pile provided by the utility model, and the baffle plate 13 of sheet pile each side comprises a C type coupling assembling 11 and a T-shaped coupling assembling 12.As shown in Fig. 5 partial enlarged drawing, T-shaped coupling assembling 12 two ends respectively comprise an outstanding rib 122, the inclined-plane that is tiltedly 30 ° to 40 ° is cut at the edge of outstanding rib 122, and this inclined-plane forms 30 ° of points and the end isosceles triangle of 75 ° 1222 (can with reference to partial enlarged drawing corresponding in figure 2); Circular cylindrical shape structure inner face comprises multiple trapezoidal ribs 14.User also can be inserted in steel pipe circular cylindrical shape sheet pile, by trapezoidal rib 14, and the circular cylindrical shape structure steel pipe that can link closely.
As shown in Figure 6, hexagon column structure is hollow to the embodiment of hexagon column sheet pile provided by the utility model, and the baffle plate 13 of sheet pile each side comprises a C type coupling assembling 11 and a T-shaped coupling assembling 12.As shown in Fig. 6 partial enlarged drawing, T-shaped coupling assembling 12 two ends respectively comprise an outstanding rib 122, the inclined-plane that is tiltedly 30 ° to 40 ° is cut at the edge of outstanding rib 122, and this inclined-plane forms 30 ° of points and the end isosceles triangle of 75 ° 1222 (can with reference to partial enlarged drawing corresponding in figure 2); Hexagon column structure inner surface comprises multiple trapezoidal ribs 14.User also can be inserted in steel pipe hexagon posts shape sheet pile, by trapezoidal rib 14, and the hexagon column structure steel pipe that can link closely.
As shown in Figure 7, trapezoidal column structure is hollow to the embodiment of trapezoidal column sheet pile provided by the utility model, and the baffle plate 13 of sheet pile each side comprises a C type coupling assembling 11 and a T-shaped coupling assembling 12.As shown in enlarging section figure as local in Fig. 7, T-shaped coupling assembling 12 two ends respectively comprise an outstanding rib 122, the inclined-plane of oblique 30 ° to 40 ° is cut at the edge of outstanding rib 122, and this inclined-plane forms 30 ° of points and the end isosceles triangle of 75 ° 1222 (can with reference to partial enlarged drawing corresponding in figure 2); Trapezoidal column structure inner surface comprises multiple trapezoidal ribs 14.User also can be inserted in steel pipe trapezoidal column shape sheet pile, by trapezoidal rib 14, and the trapezoidal column structure steel pipe that can link closely.
As shown in Figure 8, T-shaped coupling assembling 12 two ends of earlier figures 2 to 7 respectively comprise an outstanding rib 122, T-shaped coupling assembling 12 can with another sheet pile on the 11 chimeric sockets of C type coupling assembling.
The foregoing is only to illustrate preferred embodiment of the present utility model, but not the utility model done to any type of restriction that every any modification or change of doing all should belong to the scope that the utility model is protected under identical creation spirit.
Claims (2)
1. one kind comprises the column type sheet pile of one or more hollow columnar structures, it is characterized in that: baffle plate one end of described sheet pile is C type coupling assembling, the baffle plate other end of described sheet pile is T-shaped coupling assembling, the two ends of described T-shaped coupling assembling respectively comprise outstanding rib, the inclined-plane that is tiltedly 30 ° to 40 ° is cut at the edge of described outstanding rib, described inclined-plane forms point 30 ° and the end isosceles triangle of 75 °, comprises multiple trapezoidal ribs in described hollow columnar structures.
2. sheet pile as claimed in claim 1, is characterized in that: the section of described hollow columnar structures is rectangle, arch door shape, hexagon, circle or trapezoidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420045396.7U CN203821370U (en) | 2014-01-22 | 2014-01-22 | Columnar sheet pile comprising one or more hollow columnar structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420045396.7U CN203821370U (en) | 2014-01-22 | 2014-01-22 | Columnar sheet pile comprising one or more hollow columnar structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203821370U true CN203821370U (en) | 2014-09-10 |
Family
ID=51476887
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420045396.7U Expired - Lifetime CN203821370U (en) | 2014-01-22 | 2014-01-22 | Columnar sheet pile comprising one or more hollow columnar structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203821370U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106256965A (en) * | 2016-05-24 | 2016-12-28 | 海盐汇祥新型建材科技有限公司 | A kind of sheet pile for seepage control connects snap close |
-
2014
- 2014-01-22 CN CN201420045396.7U patent/CN203821370U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106256965A (en) * | 2016-05-24 | 2016-12-28 | 海盐汇祥新型建材科技有限公司 | A kind of sheet pile for seepage control connects snap close |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zheng Hongguo Inventor before: Zheng Hongtu |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZHENG HONGTU TO: ZHENG HONGGUO |
|
| CX01 | Expiry of patent term |
Granted publication date: 20140910 |
|
| CX01 | Expiry of patent term |