CN201915386U - Combined hollow plastic sheet pile wall - Google Patents
Combined hollow plastic sheet pile wall Download PDFInfo
- Publication number
- CN201915386U CN201915386U CN2010206389966U CN201020638996U CN201915386U CN 201915386 U CN201915386 U CN 201915386U CN 2010206389966 U CN2010206389966 U CN 2010206389966U CN 201020638996 U CN201020638996 U CN 201020638996U CN 201915386 U CN201915386 U CN 201915386U
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- CN
- China
- Prior art keywords
- sheet pile
- connector
- syndeton
- holddown groove
- hollow plastic
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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 - Fee Related
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Abstract
The utility model discloses a combined hollow plastic sheet pile wall which comprises a plurality of sheet piles mutually connected, wherein each sheet pile is made of plastic, one end of each sheet pile is provided with a fixed slot, the other end of each sheet pile is provided with a connector tightly matched with the fixed slot, the adjacent sheet piles are mutually connected in a way that the connector of one sheet pile is inserted into the fixed slot of another sheet pile, and the sheet piles are connected through a right-angle connecting piece, a T-shaped connecting piece or a crossed connecting piece at corners. In the utility model, the connectors and the fixed slots of the sheet piles are mutually connected, or the sheet piles are connected through the right-angle connecting pieces, the T-shaped connecting pieces or the crossed connecting pieces and the like to form a precise or approximate right-angled corner connection structure, T-shaped connection structure, crossed connection structure, and the whole structural property is good, and is corrosion-resistant, anti-leakage and anti-earthquake. The combined hollow plastic sheet pile wall can be used for constructing sea walls and dams for preventing the intrusion of waves, floods, landslips and mudslides and the like, can also be used for walls, swimming pools, simple houses and other construction fields, and has the advantages that the construction is convenient, the working efficiency is improved, the project cost is reduced, and the like.
Description
Technical field
The utility model relates to the sheet pile product technical field, relate in particular to a kind of combined type hollow plastic sheet pile wall, it can be used for dyke buildings such as seashore, river levee, lake, landslide, also can be used for engineering constructions such as enclosure wall, water channel, swimming pool, plant, lightly constructed and simply equipped building, underground garage.
Background technology
Natural calamities such as huge wave, flood, mud-rock flow cause huge infringement through regular meeting to harbour, seashore, river levee, building, personnel etc.; for this reason, people's utility model artificial embankment be used to prevent wave invasion and attack, protection seashore, protection river levee, shutoff mud-rock flow.Mainly there is following shortcoming in the sheet pile that being used to of using on the market at present built embankment: the first, major part all adopts the iron and steel metal material, and there is potential safety hazard in its metal material long period of soaking rust corrosion easily in water and is unfavorable for environmental protection; The second, cost cost height is unfavorable for popularization and application; Three, syndeton is comparatively single, can only extend into in-line towards both sides usually, is not easy to connect into according to actual needs different shape, especially can not connect into structures such as accurate right-angled corner, square, T font, thus make use convenient, flexible inadequately; Four, existing sheet pile all is to adopt solid lamellar structure, its maximum protecting against shock ability has only a fixed value, be difficult for accomplishing choose reasonable in actual use, such as, no matter be in the big position of impact force, still all equally only be to adopt laminal sheet pile in the little position of impact force, can not make variation targetedly.
In addition, at present engineerings such as the enclosure wall that uses, swimming pool all are to adopt brick forming, and the more complicated of not only constructing, and in case to finish be exactly nonvolatil, can not moving can only be dismantled and scrap, and the material that removes also can only abandon, and can not utilize once more.In a word, both there had been the problem of secure context in the technical scheme that relates to this type of engineering at present and adopted, had also that construction is inconvenient, programming is slow, efficiency of construction is low, a problem such as long in time limit, function singleness.
The utility model content
The purpose of this utility model is to provide a kind of combined type hollow plastic sheet pile wall, and it is simple in structure, non-corrosive, good connecting effect, diverse in function.
For achieving the above object, the utility model provides a kind of combined type hollow plastic sheet pile wall, comprise the interconnective sheet pile of polylith, sheet pile adopts plastics to make, one end of each sheet pile is provided with holddown groove, the other end be provided with can with the close-fitting connector of holddown groove, the connector by a sheet pile between the adjacent sheet pile inserts to interconnect in the holddown groove of another sheet pile and constitutes the straight line syndeton; Sheet pile connects into right-angled corner syndeton, T font syndeton or cross syndeton in the chance corner respectively by right-angle connector, T font connector or cross connecting element.
Further, one end of described sheet pile is that two jiaos, middle inwardly recessed structure are protruded in both sides, the other end is the both sides chamfering that matches, the middle structure of protruding, the projection of last sheet pile docks with the recess of back one sheet pile, two jiaos of chamfering places that are stuck in back one sheet pile that last sheet pile protrudes, and in the holddown groove of the connector of last sheet pile insertion back one sheet pile sheet pile is connected into the straight line syndeton.
Further, in the holddown groove of the straight line place of trend, sheet pile is connected into the straight line syndeton by connector insertion back one sheet pile of last sheet pile; Connect into right-angled corner syndeton, T font syndeton or cross syndeton in the chance corner respectively by right-angle connector, T font connector or cross connecting element; Right-angle connector comprises the orthogonal connector of both direction; T font connector comprises three connectors, and wherein the direction of two connectors is on same straight line, and another connector direction of two connectors therewith is vertical; Cross connecting element comprises the connector of four formation decussate textures.
Further, one end of described sheet pile is provided with locating slot, the other end be provided with can with the close-fitting reference column of locating slot, the reference column of last sheet pile is inserted in the locating slot of back one sheet pile, the connector of back one sheet pile inserts in the holddown groove of last sheet pile sheet pile is connected into the straight line syndeton.
Further, insert in the holddown groove of last sheet pile by the connector of back one sheet pile at the straight line place of trend sheet pile connected into the straight line syndeton, at the right-angled corner place by right-angle connector with two sheet piles of the corner form right angle corner syndeton that links together; The connector of described right-angle connector inserts in the holddown groove of sheet pile, and right-angle connector also is provided with the locating slot with the reference column coupling, and locating slot docks with reference column.
Further, the place is provided with first fixed head at initial sheet pile, and the sheet pile place is provided with the tail fixed head endways, and first fixed head is provided with connector, and the tail fixed head is provided with holddown groove.
Further, described sheet pile, first fixed head, tail fixed head, right-angle connector, T font connector and cross connecting element are hollow structure, by the sheet pile wall behind above-mentioned each unit construction, fill concrete or antifreeze heat-barrier material in the cavity of each parts in the past, can under the situation of economical with materials, strengthen the protecting against shock ability of sheet pile like this, perhaps reach heat insulation effect.
The sheet pile of the hollow structure that the utility model employing plastics are made can not get rusty durable anticorrosion; Connector and holddown groove by sheet pile itself interconnect, perhaps can connect and compose accurate or approximate right-angled corner syndeton, T font syndeton, cross syndeton by right-angle connector, T font connector, cross connecting element etc., its overall structure performance is good, corrosion-resistant, antiseep, anti-earthquake; Can be used for building sea wall, build a dam, play the fields such as invasion and attack that stop wave, flood, landslide, mud-rock flow, also can be used for engineering construction fields such as enclosure wall, swimming pool, lightly constructed and simply equipped building; Have easy construction, increase work efficiency, reduce advantages such as construction costs.
Description of drawings
Fig. 1 is the syndeton schematic diagram of the combined type hollow plastic sheet pile wall of the utility model embodiment 1;
Fig. 2 is the syndeton schematic diagram of the combined type hollow plastic sheet pile wall of the utility model embodiment 2;
Fig. 3 is the T font connector structural representation among the embodiment 2;
Fig. 4 is the cross connecting element structural representation among the embodiment 2;
Fig. 5 is the syndeton schematic diagram of the combined type hollow plastic sheet pile wall of the utility model embodiment 3;
Fig. 6 is the syndeton schematic diagram of the combined type hollow plastic sheet pile wall of the utility model embodiment 4.
Among the figure, 1 is sheet pile, and 11 is connector, and 12 is holddown groove, 13 is locating slot, and 14 is reference column, fixed head headed by 2, and 21 is connector, 22 is locating slot, and 3 is the tail fixed head, and 31 is holddown groove, and 32 is reference column, 4 is right-angle connector, and 41 is connector, and 5 is T font connector, 51 is connector, and 6 is cross connecting element, and 61 is connector, 7 is right-angle connector, and 71 is connector, and 72 is locating slot.
The specific embodiment
Shown in Fig. 1-6, combined type hollow plastic sheet pile wall of the present utility model, comprise the interconnective sheet pile 1 of polylith, sheet pile 1 adopts plastics to make, one end of each sheet pile 1 is provided with holddown groove 12, the other end is provided with and holddown groove 12 close-fitting connectors 11, and the connector 11 by a sheet pile 1 between the adjacent sheet pile 1 inserts to interconnect in the holddown groove 12 of another sheet piles 1 and constitutes the straight line syndeton; Sheet pile 1 can connect into right-angled corner syndeton, T font syndeton or cross syndeton respectively by right-angle connector 4, T font connector 5 or cross connecting element 6 in the chance corner.
Below by preferred embodiment the utility model is done further explanation in detail and is described.
Embodiment 4, with reference to Fig. 6, connector 11 at the straight line place of trend by back one sheet pile 1 inserts in the holddown groove 12 of last sheet pile 1 sheet pile 1 is connected into the straight line syndeton, at the right-angled corner place by right-angle connector 7 with two sheet piles 1 of the corner form right angle corner syndeton that links together; The connector 71 of right-angle connector 7 inserts in the holddown groove 12 of sheet pile 1, and right-angle connector 7 also is provided with the locating slot 72 with reference column 14 couplings, and locating slot 72 docks with reference column 14.1 of the sheet pile of head and the tail is fixing by first fixed head 2 and tail fixed head 3 respectively.
All sheet pile 1 in the utility model, first fixed head 2, tail fixed head 3, right-angle connector 4, T font connector 5 and cross connecting element 6 all are hollow structures, with machinery equipment that 1 one one insertion of sheet pile is underground when mounted, operating process is normally inserted last block of sheet pile 1 underground earlier, again a back sheet pile 1 or intermediate connector (are comprised right-angle connector 4, T font connector 5 and cross connecting element 6) insert also insert behind the last block of sheet pile 1 underground, it is underground then the sheet pile 1 of back or one of intermediate connector to be connect an insertion, last in the cavity of all parts fill concrete or antifreeze heat-barrier material perhaps reach heat insulation effect with the intensity of enhancing sheet pile.
Below the utility model is described in detail, the above only is the preferred embodiment of the utility model, when not limiting the utility model practical range, be allly to do impartial change and modify, all should still belong in the utility model covering scope according to the application's scope.
Claims (7)
1. combined type hollow plastic sheet pile wall, comprise the interconnective sheet pile of polylith, it is characterized in that: sheet pile adopts plastics to make, one end of each sheet pile is provided with holddown groove, the other end is provided with and the close-fitting connector of holddown groove, and the connector by a sheet pile between the adjacent sheet pile inserts to interconnect in the holddown groove of another sheet pile and constitutes the straight line syndeton; Sheet pile connects into right-angled corner syndeton, T font syndeton or cross syndeton in the chance corner respectively by right-angle connector, T font connector or cross connecting element.
2. combined type hollow plastic sheet pile wall according to claim 1, it is characterized in that: an end of described sheet pile is that two jiaos, middle inwardly recessed structure are protruded in both sides, the other end is the both sides chamfering that matches, the middle structure of protruding, the projection of last sheet pile docks with the recess of back one sheet pile, two jiaos of chamfering places that are stuck in back one sheet pile that last sheet pile protrudes, and in the holddown groove of the connector of last sheet pile insertion back one sheet pile sheet pile is connected into the straight line syndeton.
3. combined type hollow plastic sheet pile wall according to claim 1 and 2 is characterized in that: the holddown groove at the straight line place of trend by a sheet pile after the connector insertion of last sheet pile connects into the straight line syndeton with sheet pile; Sheet pile connects into right-angled corner syndeton, T font syndeton or cross syndeton in the chance corner respectively by right-angle connector, T font connector or cross connecting element; Right-angle connector comprises the orthogonal connector of both direction; T font connector comprises three connectors, and wherein the direction of two connectors is on same straight line, and another connector direction of two connectors therewith is vertical; Cross connecting element comprises the connector of four formation decussate textures.
4. combined type hollow plastic sheet pile wall according to claim 1, it is characterized in that: an end of described sheet pile is provided with locating slot, the other end is provided with and the close-fitting reference column of locating slot, the reference column of last sheet pile is inserted in the locating slot of back one sheet pile, and the connector of back one sheet pile inserts in the holddown groove of last sheet pile sheet pile is connected into the straight line syndeton.
5. according to claim 1 or 4 described combined type hollow plastic sheet pile walls, it is characterized in that: insert in the holddown groove of last sheet pile by the connector of back one sheet pile at the straight line place of trend sheet pile connected into the straight line syndeton, at the right-angled corner place by right-angle connector with two sheet piles of the corner form right angle corner syndeton that links together; The connector of described right-angle connector inserts in the holddown groove of sheet pile, and right-angle connector also is provided with the locating slot with the reference column coupling, and locating slot docks with reference column.
6. combined type hollow plastic sheet pile wall according to claim 1, it is characterized in that: the place is provided with first fixed head at initial sheet pile, and the sheet pile place is provided with the tail fixed head endways.
7. according to claim 1 or 6 described combined type hollow plastic sheet pile walls, it is characterized in that: described sheet pile, first fixed head, tail fixed head, right-angle connector, T font connector and cross connecting element are hollow structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206389966U CN201915386U (en) | 2010-12-02 | 2010-12-02 | Combined hollow plastic sheet pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206389966U CN201915386U (en) | 2010-12-02 | 2010-12-02 | Combined hollow plastic sheet pile wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201915386U true CN201915386U (en) | 2011-08-03 |
Family
ID=44415190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206389966U Expired - Fee Related CN201915386U (en) | 2010-12-02 | 2010-12-02 | Combined hollow plastic sheet pile wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201915386U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041804A (en) * | 2010-12-02 | 2011-05-04 | 李布尔 | Combined hollow plastic sheet pile wall |
| CN107059839A (en) * | 2017-05-02 | 2017-08-18 | 江苏东合南岩土科技股份有限公司 | A kind of construction method of armored concrete waveform sheet pile underground structure |
| CN108699798A (en) * | 2015-10-13 | 2018-10-23 | 约翰·贾维 | Soil conservation dykes and dams system |
-
2010
- 2010-12-02 CN CN2010206389966U patent/CN201915386U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041804A (en) * | 2010-12-02 | 2011-05-04 | 李布尔 | Combined hollow plastic sheet pile wall |
| CN108699798A (en) * | 2015-10-13 | 2018-10-23 | 约翰·贾维 | Soil conservation dykes and dams system |
| CN107059839A (en) * | 2017-05-02 | 2017-08-18 | 江苏东合南岩土科技股份有限公司 | A kind of construction method of armored concrete waveform sheet pile underground structure |
| CN107059839B (en) * | 2017-05-02 | 2019-01-04 | 江苏东合南岩土科技股份有限公司 | A kind of construction method of armored concrete waveform sheet pile underground structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110803 Termination date: 20181202 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |