CN206319312U - A kind of corner pile for high-strength prestressed groove profile sheet pile - Google Patents
A kind of corner pile for high-strength prestressed groove profile sheet pile Download PDFInfo
- Publication number
- CN206319312U CN206319312U CN201621355966.8U CN201621355966U CN206319312U CN 206319312 U CN206319312 U CN 206319312U CN 201621355966 U CN201621355966 U CN 201621355966U CN 206319312 U CN206319312 U CN 206319312U
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- China
- Prior art keywords
- pile
- sheet pile
- corner
- strength prestressed
- groove profile
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Abstract
The utility model discloses a kind of corner pile for high-strength prestressed groove profile sheet pile, corner pile body including being shaped as tri-prismoid, section is triangle, the corner pile body is provided with the first side, second side and the 3rd side on correspondence Atria side, first side is provided with the detent matched with sheet pile, second side is provided with the positioning convex groove matched with sheet pile, and the 3rd side is provided with the positioning convex groove matched with sheet pile.The utility model purpose is the corner pile for providing a kind of change plane axis angle for high-strength prestressed groove profile sheet pile, high-strength prestressed sheet pile axis can be allowed to occur different degrees of turnover, high-strength prestressed sheet pile is spliced into the entirety of various horizontal layout.Meanwhile, section is the design of triangle so that on the premise of corner pile shape is not changed, conversion corner pile direction or the concavo-convex groove location of change, you can change the angle of high-strength prestressed groove profile sheet pile axis.
Description
Technical field
The utility model is related to a kind of foundation pile, more particularly to a kind of change plane for high-strength prestressed groove profile sheet pile
The corner pile of axis angle.
Background technology
High-strength prestressed groove profile sheet pile is a kind of new prestress high intensity concrete sheet pile, and cross section is in groove profile, pile body
It is designed with bionical texture structure.Due to the stake of the particularity of its structure design high-strength prestressed groove type plate peg board have earth-retaining face it is big,
The advantages of mechanical property is good, water-stagnating effect is good, good integrity, convenient and quick construction, green ecological are environmentally friendly, in port and pier, river
In the foundation pit supporting project process of construction such as road shore protection, retaining wall, carrying out supporting using high-strength prestressed groove profile sheet pile will be more next
More there is prospect.
At present, the connection between high-strength prestressed ecological flute profile sheet pile is the button by being oriented to tongue and being oriented between groove
Close to realize, when change angle is constructed by force, the spacing between Tenon inherently increases, and causes to fasten not closely, only
Water effect will decline therewith, and the overall performance of sheet pile wall is also affected therewith, may not reach engineering requirements.
In view of this, the utility model exploitation it is a kind of can for high-strength prestressed flute profile sheet pile wall construction according to actual need
The corner pile body of axis trend and angle, economy attractive in appearance are adjusted, while ensureing the continuity of sheet pile connection, increases many of connection
Sample, can also improve the water-stagnating effect and overall performance of sheet pile wall.
Utility model content
The purpose of this utility model is to provide a kind of change plane axis angle for high-strength prestressed groove profile sheet pile
Corner pile, can allow high-strength prestressed sheet pile axis to occur different degrees of turnover, high-strength prestressed sheet pile is spliced into
The entirety of various shape, meets the demand of various engineering.
To achieve the above object, the technical solution of the utility model is：A kind of turning for high-strength prestressed groove profile sheet pile
Angle stake, including the corner pile body of tri-prismoid is shaped as, section is triangle, and the corner pile body is provided with correspondence triangle
First side, second side and the 3rd side on three sides, first side are provided with the detent matched with sheet pile, second side
Provided with the positioning convex groove matched with sheet pile, the 3rd side is provided with the positioning convex groove matched with sheet pile.
Preferred as one kind of this programme, the positioning convex groove of the 3rd side may be arranged as detent.
Preferred as one kind of this programme, described this body section of corner pile is right angled triangle.
Preferred as one kind of this programme, the detent and positioning convex groove are trapezoidal.
The beneficial effects of the utility model are：
1st, the corner for a kind of change plane axis angle for high-strength prestressed groove profile sheet pile that the utility model is provided
Stake, can change the trend and steering angle for the plane axis for going along with sb. to guard him pile body, sheet pile can be made to form various shapes by requirement of engineering
The closing of shape is overall, meets the demand of various engineering.
2nd, the utility model design economical rationality, section is the design of triangle so that do not changing corner pile shape
Under the premise of, conversion corner pile direction or the concavo-convex groove location of change, you can change the angle of high-strength prestressed groove profile sheet pile axis.
3rd, use section for the design of triangle, be not only adapted to the different angle requirement of corner pile, also reduce and turn
Angle stake design area, is readily transported and constructs, reduce materials'use amount, reduce production cost.
Brief description of the drawings
Fig. 1 is the sectional drawing of the utility model embodiment 1；
Fig. 2 is the connection status sectional drawing of the utility model embodiment 1；
Fig. 3 is the sectional drawing of the utility model embodiment 2；
Fig. 4 is the connection status sectional drawing of the utility model embodiment 2.
Embodiment
The technical scheme in the utility model embodiment is clearly and completely described below in conjunction with accompanying drawing.
As shown in figure 1, a kind of corner pile for high-strength prestressed groove profile sheet pile, including it is shaped as the corner of tri-prismoid
Stake body 1, section is triangle, and the corner pile body 1 is provided with the first side 2 on correspondence Atria side, the and of second side 3
3rd side 4；First side 2 is provided with the detent 5 matched with sheet pile, and second side 3 is provided with and determining that sheet pile matches
Position tongue 6, the 3rd side 4 is provided with the detent 5 or positioning convex groove 6 matched with sheet pile.
Embodiment 1
As shown in Figure 1-2, the section of corner pile body 1 is isosceles right triangle, and first side 2 is provided with detent
5, second side 3 is provided with positioning convex groove 6, and the 3rd side 4 is provided with positioning convex groove 6, can make the 45 ° or 90 ° changes of sheet pile axis, shape
Into the shape needed for engineering.
Embodiment 2
As shown in Figure 3-4, the section of corner pile body 1 is isosceles right triangle, and first side 2 is provided with detent
5, second side 3 is provided with positioning convex groove 6, and the 3rd side 4 is provided with detent 5, can make the 45 ° or 90 ° changes of sheet pile axis, shape
Into the shape needed for engineering.
In above-described embodiment, detent 5 and the section of positioning convex groove 6 are trapezoidal.
Corner pile of the present utility model is arranged on high-strength prestressed groove profile sheet pile angle position, by detent 5 and can determine
Position tongue 6 is connected with sheet pile, can change the trend and steering angle of the plane axis of sheet pile, can make sheet pile by engineering
Need to form variously-shaped closing entirety, meet the demand of various engineering.Meanwhile, section is used for the design of triangle, can
On the premise of corner pile shape is not changed, by changing the direction of corner pile, or to change corner pile detent or positioning
The position of tongue, you can to change the angle of sheet pile axis.
Described embodiment is only a part of embodiment of the utility model, rather than whole embodiments.Based on this
Embodiment in utility model, those of ordinary skill in the art obtained under the premise of creative work is not made it is all its
His embodiment, belongs to scope of the present utility model.
Claims (4)
1. a kind of corner pile for high-strength prestressed groove profile sheet pile, it is characterised in that the corner including being shaped as tri-prismoid
Stake body, section is triangle, and the corner pile body is provided with the first side on correspondence Atria side, second side and the 3rd
Sideways, first side is provided with the detent matched with sheet pile, and second side is provided with the positioning convex groove matched with sheet pile, the
Three sides are provided with the positioning convex groove matched with sheet pile.
2. a kind of corner pile for high-strength prestressed groove profile sheet pile according to claim 1, it is characterised in that described
The positioning convex groove of three sides may be arranged as detent.
3. a kind of corner pile for high-strength prestressed groove profile sheet pile according to claim 1, it is characterised in that described turn
Angle this body section of stake is right angled triangle.
4. a kind of corner pile for high-strength prestressed groove profile sheet pile according to claim 1, it is characterised in that described fixed
Position groove and positioning convex groove are trapezoidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621355966.8U CN206319312U (en) | 2016-12-09 | 2016-12-09 | A kind of corner pile for high-strength prestressed groove profile sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621355966.8U CN206319312U (en) | 2016-12-09 | 2016-12-09 | A kind of corner pile for high-strength prestressed groove profile sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319312U true CN206319312U (en) | 2017-07-11 |
Family
ID=59266880
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621355966.8U Expired - Fee Related CN206319312U (en) | 2016-12-09 | 2016-12-09 | A kind of corner pile for high-strength prestressed groove profile sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206319312U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759258A (en) * | 2016-12-09 | 2017-05-31 | 福建工程学院 | A kind of corner pile for high-strength prestressed groove profile sheet pile |
-
2016
- 2016-12-09 CN CN201621355966.8U patent/CN206319312U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759258A (en) * | 2016-12-09 | 2017-05-31 | 福建工程学院 | A kind of corner pile for high-strength prestressed groove profile sheet pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170711 Termination date: 20191209 |