CN217679102U - Prestressed concrete tubular pile cap template fixed knot constructs - Google Patents
Prestressed concrete tubular pile cap template fixed knot constructs Download PDFInfo
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- CN217679102U CN217679102U CN202220984441.XU CN202220984441U CN217679102U CN 217679102 U CN217679102 U CN 217679102U CN 202220984441 U CN202220984441 U CN 202220984441U CN 217679102 U CN217679102 U CN 217679102U
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- vertical stiffening
- right angle
- angle steel
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Abstract
The utility model relates to a prestressed concrete tubular pile cap template fixed knot constructs, the pile cap template includes the side form board of 4 rectangles, the rectangle frame is constituteed to 4 side form boards, the side form board adopts the steel sheet, a vertical stiffening rib is established respectively at the both ends of every side form board, vertical stiffening rib extends certain width with the perpendicular and to the template outside of template face, the vertical stiffening rib of both sides template looks proximal end forms right angle contained angle, establish right angle steel in the right angle contained angle, two angle steel limits of right angle steel pass through the connecting piece with two vertical stiffening ribs respectively and fix. The utility model discloses template firm in connection, simple structure, the installation is dismantled fastly.
Description
Technical Field
The utility model belongs to the technical field of the concrete construction, a prestressed concrete tubular pile cap template fixed knot constructs is related to.
Background
The pile cap of the prestressed concrete pipe pile is low in height, 4 wood templates are generally used to form a rectangular frame during pouring construction, and due to the fact that the template is low in height and is not easy to fix by adopting inclined struts, slurry is easy to leak from seams of the template during concrete vibrating, quality problems are caused, the wood templates are easy to damage, and the turnover utilization rate is low; if a steel template is used, the traditional pull rod mode is used for fixing, and the stress performance of the pile cap can be greatly reduced by the pull rod through hole, so that the mode is not suitable for being adopted.
Disclosure of Invention
The utility model aims at the above-mentioned problem, a prestressed concrete tubular pile cap template fixed knot constructs is provided, guarantees that the template can reliably be fixed when pouring to guarantee pile cap construction quality.
The technical scheme of the utility model as follows:
the utility model provides a prestressed concrete tubular pile cap template fixed knot constructs, the pile cap template includes the side form board of 4 rectangles, and rectangle frame, its characterized in that are constituteed to 4 side form boards: the side form adopts the steel sheet, and a vertical stiffening rib is established respectively at the both ends of every side form, vertical stiffening rib and the perpendicular and certain width that extends to the template outside of template face, the vertical stiffening rib of the adjacent end of both sides template forms the right angle contained angle, establishes a right angle steel in the right angle contained angle, and two angle steel limits of right angle steel pass through the connecting piece with two vertical stiffening ribs respectively and fix.
The utility model discloses a steel form to fix with angle steel and connecting piece 4 angle departments of the rectangle frame that constitutes at 4 side forms, simple structure, the installation is dismantled fastly, and template firm in connection leaks thick liquid when avoiding pouring, guarantees pile cap construction quality.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of another embodiment of the present invention;
FIG. 3 is a schematic top view of a sideform;
FIG. 4 is a schematic top view of the structure of the right angle steel;
FIG. 5 is a side view of the vertical stiffeners and right angle angles of the formwork;
fig. 6 is a schematic structural view of the buckle.
Detailed Description
As shown in fig. 1, 2, 3 and 4, the pile cap formwork comprises 4 rectangular side formworks 1,4 which form a rectangular frame. The side formworks are made of steel plates, two ends of each side formwork 1 are respectively provided with a vertical stiffening rib 2, and the vertical stiffening ribs are perpendicular to the surface of the formwork and extend out of the formwork by a certain width; the vertical stiffening ribs at the adjacent ends of the two side formworks form a right-angle included angle, a right-angle steel 3 is arranged in the right-angle included angle, and two angle steel edges of the right-angle steel are respectively fixed with the two vertical stiffening ribs through connecting pieces.
As a specific embodiment of the present invention, the connecting member may adopt a buckle structure, as shown in fig. 6, the buckle 4 is formed by bending a steel bar, one end of the steel bar has a certain length and bends 90 ° to form a plug pin 41, and the other end of the steel bar has a certain length and bends into a U-shaped hook; as shown in fig. 5, two through holes 6 are arranged on the two vertical stiffening ribs 2, two through holes 6 are also arranged on the two angle steel edges of the right angle steel 3, and the vertical stiffening ribs and the two through holes on the right angle steel are penetrated in opposite; two angle steel edges of the right angle steel are respectively fixed with two vertical stiffening ribs through two buckles, as shown in figure 1, the bolt end of each buckle 4 is inserted into a through hole, and the angle steel edges of the right angle steel and the vertical stiffening ribs are clamped in U-shaped hooks of the buckles.
The clamping structure has the advantage that the mounting and dismounting speed of the template is high. When the buckle is installed, the buckle inserted pin is inserted into the through hole, and an iron hammer is used for knocking the U-shaped hook to clamp the angle steel edge of the right angle steel with the vertical stiffening rib; when the buckle is disassembled, the hammer is used for knocking the bolt outwards so as to take down the buckle.
As a specific embodiment of the present invention, the connecting member may be a bolt. Two through holes which are penetrated are respectively arranged between two angle steel edges of the right angle steel and the two vertical stiffening ribs, as shown in figure 2, a bolt 5 is penetrated in each through hole, and a fastening nut is screwed on the bolt to fasten the angle steel edges of the right angle steel and the vertical stiffening ribs.
The advantage of adopting the bolt is that the template is connected more firmly, but the speed of installation and disassembly is slower than buckle structure.
Claims (3)
1. The utility model provides a prestressed concrete tubular pile cap template fixed knot constructs, the pile cap template includes the side form board of 4 rectangles, and rectangle frame, its characterized in that are constituteed to 4 side form boards: the side form adopts the steel sheet, and a vertical stiffening rib is established respectively at the both ends of every side form, vertical stiffening rib extends certain width with the perpendicular and outside to the template of template face, and the vertical stiffening rib of the adjacent end of both sides template forms right angle contained angle, establishes a right angle in the right angle contained angle, and two angle steel limits of right angle are fixed through the connecting piece with two vertical stiffening ribs respectively.
2. The prestressed concrete pipe pile cap template fixed knot of claim 1 constructs, its characterized in that: the connecting piece is a buckle, the buckle is formed by bending a steel bar, one end of the steel bar is bent by 90 degrees at a certain length to form a bolt, and the other end of the steel bar is bent by a certain length to form a U-shaped hook; two angle steel edges of the right angle steel are respectively provided with two through holes which are penetrated between the two angle steel edges and the two vertical stiffening ribs, the two angle steel edges of the right angle steel are respectively fixed with the two vertical stiffening ribs through two buckles, the bolt end of each buckle is inserted into one through hole, and the angle steel edges of the right angle steel and the vertical stiffening ribs are clamped in U-shaped hooks of the buckles.
3. The prestressed concrete pipe pile cap template fixing structure of claim 1, characterized in that: the connecting piece adopts a bolt; two through holes which are penetrated are respectively arranged between two angle steel edges of the right angle steel and the two vertical stiffening ribs, a bolt is penetrated in each through hole, and a fastening nut is screwed on the bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220984441.XU CN217679102U (en) | 2022-04-25 | 2022-04-25 | Prestressed concrete tubular pile cap template fixed knot constructs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220984441.XU CN217679102U (en) | 2022-04-25 | 2022-04-25 | Prestressed concrete tubular pile cap template fixed knot constructs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217679102U true CN217679102U (en) | 2022-10-28 |
Family
ID=83735641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220984441.XU Active CN217679102U (en) | 2022-04-25 | 2022-04-25 | Prestressed concrete tubular pile cap template fixed knot constructs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217679102U (en) |
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2022
- 2022-04-25 CN CN202220984441.XU patent/CN217679102U/en active Active
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