CN203559411U - H-shaped support pile connecting structure - Google Patents
H-shaped support pile connecting structure Download PDFInfo
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- CN203559411U CN203559411U CN201320461012.5U CN201320461012U CN203559411U CN 203559411 U CN203559411 U CN 203559411U CN 201320461012 U CN201320461012 U CN 201320461012U CN 203559411 U CN203559411 U CN 203559411U
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- soldier pile
- pile body
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- type soldier
- cuff
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Abstract
Aiming at defects of the prior art, the utility model provides a leakage-preventing or wave-resisting H-shaped support pile connecting structure used for being mounted on a maintaining wall, a river wall and a dam and capable of fitting closely. The technical scheme of the utility model is that the H-shaped support pile connecting structure includes a first H-shaped support pile body including a hoop and a second H-shaped support pile body including a hoop. The first H-shaped support pile body and the second H-shaped support pile body are in a spliced structure.
Description
Technical field
The utility model relates between concrete pile and interconnects structure, is specially a kind of H type soldier pile syndeton.
Background technology
At present, in Protection Engineering of Foundation Pit by means of Ground Penetrating and stability of slope engineering, the multiple reinforced concrete circular stakes of normal employing form enclosure wall in conjunction with inserting soil after cement mixing pile, also have and adopt the stake of multiple T shape or adopt the cement mixing pile insertion soil that SMW engineering method is made to form enclosure wall.The cement mixing pile of producing due to RC Circular stake, the stake of T shape and SMW engineering method insert form after soil safeguard wall time, between stake and stake, certainly exist gap, but in places such as river levee, dams, need gapless the assigning on the ground of multiple soldier piles compactness adjacent one another are, so the soldier pile of prior art can not solve the problems of the technologies described above.
Applicant has applied for patent in 2012-09-14, the patent No. is a kind of H type soldier pile of 201220469617.4, the technical scheme of this patent is: a kind of H type soldier pile, comprise the soldier pile body being formed by prestressed reinforcement, stirrup and pouring concrete, the cross section of described soldier pile body is by two edges of a wing and is connected in the H shape that two webs between the edge of a wing form; At least one end of described soldier pile body is provided with end plate and pile protection hoop, and end plate is located on the end face of soldier pile body, and described prestressed reinforcement is fixedly connected with end plate; Described pile protection hoop is fixedly connected with end plate or integrally manufactured moulding be linked in the end of soldier pile body; This H type soldier pile has that kind of cost is low, construction is fast, and bending resistance, shear strength high; But while facing the connection between multiple adjacent H type soldier piles, between adjacent H type soldier pile, can form gap.
Utility model content
The utility model is for the above-mentioned deficiency of prior art, provides a kind of and safeguards that wall, river levee, dam are anti-and let out or the H type soldier pile syndeton fitting tightly of wave resistance for being arranged on.
The technical solution of the utility model is: a kind of syndeton of H type soldier pile, and it comprises a H type soldier pile body that comprises cuff and the 2nd H type soldier pile body that comprises cuff; A described H type soldier pile body and the 2nd H type soldier pile body are splicing construction.
According to such scheme, can find out and the utlity model has following advantage: the soldier pile syndeton that adopts splicing construction, that employing cross section is the pile tube of H type on the one hand, pile body with around foundation ditch while contacting, the stake of whole H type can be served as contact surface, thereby make the whole edge of a wing all as stress surface, therefore, there is stronger bending resistance, shear resistance; Simultaneously, because the two ends of a H type soldier pile body and the 2nd H type soldier pile body are provided with cuff, the stability of H type soldier pile body is improved, due between H type soldier pile for splicing construction makes laminating closely, also guaranteed soldier pile can be arranged on safeguard wall, river levee, dam is anti-lets out or wave resistance.
As preferably, described splicing construction refers to that a top flange for H type soldier pile body and the both sides of bottom flange are equipped with groove, the top flange of the 2nd H type soldier pile body and the both sides of bottom flange and are also equipped with the raised line matching with groove, the described cuff that is located at a H type soldier pile body and the cuff welding that is located at the 2nd H type soldier pile body; Such groove and the card of raised line and can guarantee the stressed uniformity on all directions of H shape soldier pile when safeguarding wall, also in places such as river levee, dams, need assigning on the ground of multiple soldier piles compactness adjacent one another are simultaneously, because the welding between cuff can be fitted the first soldier pile body and the second soldier pile body, closely reach effectively anti-effect of letting out again.
As preferably, described splicing construction refers to that the left side of top flange and the left side of bottom flange of a H type soldier pile body are equipped with groove, the right side of top flange and the right side of bottom flange of a described H type soldier pile body are equipped with raised line, the top flange of the 2nd described H type soldier pile body and the left side of bottom flange are equipped with the groove matching with raised line, the right side of top flange and the right side of bottom flange of the second described soldier pile body are equipped with raised line, and the described cuff that is located at a H type soldier pile body and the cuff welding that is located at the 2nd H type soldier pile body; This is preferably similar with a upper preferred structure, and the advantage playing is identical with the first preferred advantage.
As preferably,: the syndeton of described H type soldier pile also comprises steel pipe, described splicing construction refers to that the left and right sides on the upper and lower edge of a wing of a described H type soldier pile body is equipped with groove, the left and right sides on the upper and lower edge of a wing of the 2nd described H type soldier pile body is also equipped with groove, described steel pipe is located in the space of the groove formation on groove and the 2nd H type soldier pile body on a H type soldier pile body, the described cuff that is located at a H type soldier pile body and the cuff welding that is located at the 2nd H type soldier pile body, although such splicing construction has been used steel pipe as auxiliary when fixing soldier pile, but stressed degree and directionality between soldier pile have more been increased, for in the situation that soldier pile is had relatively high expectations, due to the groove forming on the groove on a H type soldier pile top flange and the 2nd H type soldier pile edge of a wing in fact with steel pipe have certain card and effect, such groove and steel pipe strap and structure not only can guarantee the stressed uniformity on all directions of H shape soldier pile when safeguarding wall, and still can keep good directionality after the installation that can guarantee soldier pile is later stressed, simultaneously also at river levee, the places such as dam need assigning on the ground of multiple soldier piles compactness adjacent one another are, the fastness of safeguarding the facilities such as wall and the seal that due to the welding between cuff and cuff, whole soldier pile are formed are again very high, steel pipe is pressed into can inject water under high pressure in pipe in construction after, also can adopt the mode being directly pressed into.
Accompanying drawing explanation
Fig. 1 the utility model the one H type soldier pile body construction schematic diagram.
The structural representation of Fig. 2 the utility model embodiment 1.
The structural representation of Fig. 3 the utility model embodiment 2.
The structural representation of Fig. 4 the utility model embodiment 3.
As shown in the figure: 1, a H type soldier pile body, 2, the 2nd H type soldier pile body, 3, cuff, 4, raised line, 5, groove, 6, steel pipe.
The specific embodiment
Below in conjunction with accompanying drawing 1, to accompanying drawing 4, the utility model is described in further detail.
Embodiment mono-: by reference to the accompanying drawings 1 and accompanying drawing 2, a kind of syndeton of H type soldier pile, it comprises a H type soldier pile body 1 that comprises cuff 3 and the 2nd H type soldier pile body 2 that comprises cuff 3; It is characterized in that: a described H type soldier pile body 1 and the 2nd H type soldier pile body 2 are splicing construction; Described splicing construction refers to that a top flange for H type soldier pile body 1 and the both sides of bottom flange are equipped with groove 5, the 2nd top flange of H type soldier pile body 2 and the both sides of bottom flange and are also equipped with the raised line 4 matching with groove 5, and the described cuff that is located at a H type soldier pile body 13 welds with the cuff 3 that is located at the 2nd H type soldier pile body 2.
Embodiment bis-: by reference to the accompanying drawings 1 and accompanying drawing 3, a kind of syndeton of H type soldier pile, it comprises a H type soldier pile body 1 that comprises cuff 3 and the 2nd H type soldier pile body 2 that comprises cuff 3; It is characterized in that: a described H type soldier pile body 1 and the 2nd H type soldier pile body 2 are splicing construction.Described splicing construction refers to that the left side of top flange and the left side of bottom flange of a H type soldier pile body 1 are equipped with groove 5, the right side of top flange and the right side of bottom flange of a described H type soldier pile body 1 are equipped with raised line 4, described the 2nd top flange of H type soldier pile body 1 and the left side of bottom flange are equipped with the groove 5 matching with raised line 4, the right side of top flange and the right side of bottom flange of the second described soldier pile body 2 are equipped with raised line 4, and the described cuff that is located at a H type soldier pile body 13 welds with the cuff 3 that is located at the 2nd H type soldier pile body 2.
Embodiment tri-: by reference to the accompanying drawings 1 and accompanying drawing 4, a kind of syndeton of H type soldier pile, it comprises a H type soldier pile body 1 that comprises cuff 3 and the 2nd H type soldier pile body 2 that comprises cuff 3; It is characterized in that: a described H type soldier pile body 1 and the 2nd H type soldier pile body 2 are splicing construction; The syndeton of described H type soldier pile also comprises steel pipe 5, described splicing construction refers to that the left and right sides on the upper and lower edge of a wing of a described H type soldier pile body 1 is equipped with groove 4, the left and right sides on the upper and lower edge of a wing of the 2nd described H type soldier pile body 2 is also equipped with groove 4, described steel pipe 5 is located in the space that the groove 4 on groove 4 and the 2nd H type soldier pile body 2 on a H type soldier pile body 1 forms, and the described cuff that is located at a H type soldier pile body 13 welds with the cuff 3 that is located at the 2nd H type soldier pile body 2.
This description does not have restricted, and shown in figure is also one of embodiment of the present utility model, and actual structure is not limited to this.If generally speaking those of ordinary skill in the art is enlightened by it, in the situation that not departing from the utility model creation aim, without the creationary frame mode similar to this technical scheme and the embodiment of designing, all should belong to protection domain of the present utility model.
Claims (3)
1. a syndeton for H type soldier pile, it comprises a H type soldier pile body (1) that comprises cuff (3) and the 2nd H type soldier pile body (2) that comprises cuff (3); It is characterized in that: a described H type soldier pile body (1) is splicing construction with the 2nd H type soldier pile body (2).Described splicing construction refers to that a top flange for H type soldier pile body (1) and the both sides of bottom flange are equipped with groove (5), the 2nd top flange of H type soldier pile body (2) and the both sides of bottom flange and are also equipped with the raised line (4) matching with groove (5), the described cuff (3) that is located at a H type soldier pile body (1) and cuff (3) welding that is located at the 2nd H type soldier pile body (2).
2. H type soldier pile syndeton according to claim 1, it is characterized in that: described splicing construction refers to that the left side of top flange of a H type soldier pile body (1) and the left side of bottom flange are equipped with groove (5), the right side of top flange and the right side of bottom flange of a described H type soldier pile body (1) are equipped with raised line (4), described the 2nd top flange of H type soldier pile body (1) and the left side of bottom flange are equipped with the groove (5) matching with raised line (4), the right side of top flange and the right side of bottom flange of the second described soldier pile body (2) are equipped with raised line (4), and the described cuff (3) that is located at a H type soldier pile body (1) and cuff (3) welding that is located at the 2nd H type soldier pile body (2).
3. H type soldier pile syndeton according to claim 1, it is characterized in that: the syndeton of described H type soldier pile also comprises steel pipe (5), described splicing construction refers to the upper of a described H type soldier pile body (1), the left and right sides of bottom flange is equipped with groove (4), the 2nd described H type soldier pile body (2) upper, the left and right sides of bottom flange is also equipped with groove (4), described steel pipe (5) is located in the space of groove (4) formation on groove (4) and the 2nd H type soldier pile body (2) on a H type soldier pile body (1), the described cuff (3) that is located at a H type soldier pile body (1) and cuff (3) welding that is located at the 2nd H type soldier pile body (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320461012.5U CN203559411U (en) | 2013-07-31 | 2013-07-31 | H-shaped support pile connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320461012.5U CN203559411U (en) | 2013-07-31 | 2013-07-31 | H-shaped support pile connecting structure |
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| Publication Number | Publication Date |
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| CN203559411U true CN203559411U (en) | 2014-04-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201320461012.5U Expired - Lifetime CN203559411U (en) | 2013-07-31 | 2013-07-31 | H-shaped support pile connecting structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839615A (en) * | 2016-05-25 | 2016-08-10 | 袁江 | Groove type plate pile and plate pile wall |
| CN105986569A (en) * | 2016-06-24 | 2016-10-05 | 俞晓东 | H-type prestressed concrete pile and joint wall with pile |
| CN106049460A (en) * | 2016-07-19 | 2016-10-26 | 周兆弟 | Precast pile capable of using steel strands for connection and connection method |
| CN106284298A (en) * | 2016-09-20 | 2017-01-04 | 俞晓东 | Constitute the diaphram wall of piping lane sidewall |
| CN106284299A (en) * | 2016-09-20 | 2017-01-04 | 俞晓东 | For building H type concrete-pile and the diaphram wall of piping lane sidewall |
-
2013
- 2013-07-31 CN CN201320461012.5U patent/CN203559411U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839615A (en) * | 2016-05-25 | 2016-08-10 | 袁江 | Groove type plate pile and plate pile wall |
| CN105986569A (en) * | 2016-06-24 | 2016-10-05 | 俞晓东 | H-type prestressed concrete pile and joint wall with pile |
| CN105986569B (en) * | 2016-06-24 | 2017-12-01 | 俞晓东 | H types prestressed-concrete pile and the combination using this |
| CN106049460A (en) * | 2016-07-19 | 2016-10-26 | 周兆弟 | Precast pile capable of using steel strands for connection and connection method |
| CN106049460B (en) * | 2016-07-19 | 2020-07-17 | 周兆弟 | Precast pile capable of being connected by steel strands and connecting method |
| CN106284298A (en) * | 2016-09-20 | 2017-01-04 | 俞晓东 | Constitute the diaphram wall of piping lane sidewall |
| CN106284299A (en) * | 2016-09-20 | 2017-01-04 | 俞晓东 | For building H type concrete-pile and the diaphram wall of piping lane sidewall |
| CN106284299B (en) * | 2016-09-20 | 2018-10-23 | 俞晓东 | H-type concrete-pile and diaphram wall for building piping lane side wall |
| CN106284298B (en) * | 2016-09-20 | 2019-09-17 | 俞晓东 | Constitute the diaphram wall of piping lane side wall |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140423 |