CN204780892U - Tubular pile crack reinforcement structure of high strength - Google Patents
Tubular pile crack reinforcement structure of high strength Download PDFInfo
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- CN204780892U CN204780892U CN201520594751.0U CN201520594751U CN204780892U CN 204780892 U CN204780892 U CN 204780892U CN 201520594751 U CN201520594751 U CN 201520594751U CN 204780892 U CN204780892 U CN 204780892U
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Abstract
(B, ) the utility model discloses a tubular pile crack reinforcement structure of high strength, it includes tubular pile (1) and is located crack (2) on tubular pile (1) that be provided with layer board (3) in tubular pile (1), layer board (3) are located the below of crack (2), be provided with a plurality of roots on layer board (3) and be vertical muscle (4) that the circumference distributes, indulge the top that muscle (4) top is located crack (2), indulge muscle (4) and go up a plurality of enhancements hoops (5) and a plurality of spiral hoop (6) of fixedly connected with evenly distributed, the middle part of layer board (3) still is provided with shaped steel (7). The utility model discloses not only can improve the reinforcement strength, prevent that the crack from appearing once more, tensile strength, perpendicularity and structural strength are improved to the mistake proofing position, still have the lower and higher advantage of efficiency of construction of construction cost. (B, )
Description
Technical field
the utility model relates to a kind of pile pipe crack reinforced structure of pile pipe crack reinforced structure for building, particularly a kind of high strength.
Background technology
now, when crack appears in pile tube for building, need first to carry out soil layer excavation construction, soil layer around pile tube is excavated, dig and carry out the crack place of grouting reinforcing to pile tube again to crack location place and carry out reinforcing.But the intensity after reinforcement is lower, under the effect of horizontal force, easily again there is crack; And when the crack location of pile tube is darker, need the soil layer that excavation is darker, construction cost is higher, and efficiency of construction is lower.Therefore, there is reinforcement strength during existing reinforcement pile pipe crack lower, crack easily occurs again, the problem that construction cost is higher and efficiency of construction is lower.
Utility model content
the purpose of this utility model is, provides a kind of pile pipe crack reinforced structure of high strength.The utility model can not only improve reinforcement strength, and crackle preventing occurs again, also has the advantage that construction cost is lower and efficiency of construction is higher.
the technical solution of the utility model: a kind of pile pipe crack reinforced structure of high strength, comprise pile tube and be positioned at the crack on pile tube, be provided with supporting plate in pile tube, supporting plate is positioned at the below in crack; Supporting plate is provided with the some vertical muscle circumferentially distributed, vertical muscle top is positioned at the top in crack, and vertical muscle top is stretched into cushion cap or base plate and met anchorage length; Vertical muscle is fixedly connected with equally distributed some Reinforced Hoop and some spiral hoops; The middle part of described supporting plate is also provided with shaped steel.
in the pile pipe crack reinforced structure of aforesaid a kind of high strength, the middle part of described shaped steel is corresponding with the position in crack.
in the pile pipe crack reinforced structure of aforesaid a kind of high strength, the distance between described supporting plate and crack is 2m, and vertical muscle is provided with 6.
compared with prior art, the utility model provides a kind of pile pipe crack reinforced structure of high strength, the bottom position of pile tube crack strengthening and fixing shaped steel is controlled by arranging supporting plate, and the position of supporting plate is controlled by vertical muscle, guarantee the position of the middle part reflection crack of shaped steel, not only increase the structural strength after reinforcement, also there is certain horizontal force resistant ability, thus crackle preventing occurs again.The utility model improves the pile body tensile strength after pile pipe crack reinforcement by arranging the some vertical muscle circumferentially distributed, and makes up the loss of the partial prestressing after cracking of pipe pile; Meanwhile, be provided with Reinforced Hoop and spiral hoop to control the verticality of vertical muscle and to strengthen overall structural strength, improve the verticality after pile pipe crack reinforcement and structural strength, crackle preventing both sides pile tube misplaces.The utility model also eliminates traditional digging process, not only reduces construction cost, also improves efficiency of construction.Therefore, the utility model can not only improve reinforcement strength, and crackle preventing occurs again, Anti-dislocation, improves tensile strength, verticality and structural strength, also has the advantage that construction cost is lower and efficiency of construction is higher.
Accompanying drawing explanation
fig. 1 is structural representation of the present utility model;
fig. 2 is sectional view of the present utility model.
being labeled as in accompanying drawing: 1-pile tube, 2-crack, 3-supporting plate, 4-indulges muscle, 5-Reinforced Hoop, 6-spiral hoop, 7-shaped steel.
Detailed description of the invention
below in conjunction with drawings and Examples, the utility model is further described, but not as the foundation limited the utility model.
embodiment one.A pile pipe crack reinforced structure for high strength, is formed as shown in Figure 1, 2, the crack 2 comprising pile tube 1 and be positioned on pile tube 1, and be provided with supporting plate 3 in pile tube 1, supporting plate 3 is positioned at the below in crack 2, and the distance between supporting plate 3 and crack 2 is 2m; Supporting plate 3 is provided with 6 vertical muscle 4 circumferentially distributed, vertical muscle 4 top is positioned at the top in crack 2, and vertical muscle 4 top is stretched into cushion cap or base plate and met anchorage length; Vertical muscle 4 is fixedly connected with equally distributed some Reinforced Hoop 5 and some spiral hoops 6; The middle part of described supporting plate 3 is also provided with shaped steel 7, and the middle part of shaped steel 7 is corresponding with the position in crack 2.
during use, first require according to rift defect position and anchorage length the length determining vertical muscle 4, vertical muscle 4, Reinforced Hoop 5, spiral hoop 6, shaped steel 7 and supporting plate 3 are welded together, then earth in pile tube is drained into clearly 2.2m place under crack, supporting plate 3 be placed in 2m place below crack 2 and be fixed in pile tube 1, guaranteeing that the middle part of shaped steel 7 is corresponding with the position in crack 2; When using the utility model to carry out reinforcement, concrete perfusion in pile tube 1.The utility model is adjusted by vertical muscle 4 and the position of fixing shaped steel 7 and supporting plate 3, guarantee the position of the middle part reflection crack 2 of shaped steel 7, improve the structural strength after reinforcement on the one hand, certain horizontal force resistant ability can also be possessed on the one hand, thus crackle preventing 2 occurs again; Improving the pile body tensile strength after pile pipe crack 2 reinforcement by arranging the some vertical muscle 4 circumferentially distributed, making up the partial prestressing loss after pile tube 1 cracking; Meanwhile, be provided with Reinforced Hoop 5 and spiral hoop 6 to control the verticality of vertical muscle 4 and to strengthen overall structural strength, improve the verticality after stake crack strengthening and structural strength.The utility model eliminates traditional digging process, not only reduces construction cost, also improves efficiency of construction.
Claims (3)
1. a pile pipe crack reinforced structure for high strength, is characterized in that: comprise pile tube (1) and be positioned at the crack (2) on pile tube (1), be provided with supporting plate (3) in pile tube (1), supporting plate (3) is positioned at the below of crack (2); Supporting plate (3) is provided with the some vertical muscle (4) circumferentially distributed, vertical muscle (4) top is positioned at the top of crack (2); Vertical muscle (4) is fixedly connected with equally distributed some Reinforced Hoop (5) and some spiral hoops (6); The middle part of described supporting plate (3) is also provided with shaped steel (7).
2. the pile pipe crack reinforced structure of a kind of high strength according to claim 1, is characterized in that: the middle part of described shaped steel (7) is corresponding with the position of crack (2).
3. the pile pipe crack reinforced structure of a kind of high strength according to claim 1 and 2, is characterized in that: the distance between described supporting plate (3) and crack (2) is 2m, and vertical muscle (4) is provided with 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520594751.0U CN204780892U (en) | 2015-08-10 | 2015-08-10 | Tubular pile crack reinforcement structure of high strength |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520594751.0U CN204780892U (en) | 2015-08-10 | 2015-08-10 | Tubular pile crack reinforcement structure of high strength |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204780892U true CN204780892U (en) | 2015-11-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520594751.0U Active CN204780892U (en) | 2015-08-10 | 2015-08-10 | Tubular pile crack reinforcement structure of high strength |
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| Country | Link |
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| CN (1) | CN204780892U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519631A (en) * | 2020-04-23 | 2020-08-11 | 广东万宜基础工程有限公司 | Repairing structure and repairing method of foundation pit support |
| CN114657977A (en) * | 2022-02-24 | 2022-06-24 | 中建一局集团第二建筑有限公司 | Prestressed concrete tubular pile tip crack reinforcing and strengthening device |
-
2015
- 2015-08-10 CN CN201520594751.0U patent/CN204780892U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519631A (en) * | 2020-04-23 | 2020-08-11 | 广东万宜基础工程有限公司 | Repairing structure and repairing method of foundation pit support |
| CN114657977A (en) * | 2022-02-24 | 2022-06-24 | 中建一局集团第二建筑有限公司 | Prestressed concrete tubular pile tip crack reinforcing and strengthening device |
| CN114657977B (en) * | 2022-02-24 | 2023-10-20 | 中建一局集团第二建筑有限公司 | Prestressed concrete pipe pile end crack reinforcing device |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230420 Address after: 409-419, Floor 4, Martial Arts Hall Building, 168 Yugu Road, Xihu District, Hangzhou City, Zhejiang Province, 310013 (singular) Patentee after: Jiedi Design Group Co.,Ltd. Address before: 310007 423, 426, 4th floor, martial arts hall building, 168 Yugu Road, Xihu District, Hangzhou, Zhejiang Patentee before: ZHEJIANG JIEDI ARCHITECTURAL DESIGN Co.,Ltd. |