CN210315651U - Upward inclined concrete wall formwork supporting and reinforcing structure - Google Patents
Upward inclined concrete wall formwork supporting and reinforcing structure Download PDFInfo
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- CN210315651U CN210315651U CN201920814962.9U CN201920814962U CN210315651U CN 210315651 U CN210315651 U CN 210315651U CN 201920814962 U CN201920814962 U CN 201920814962U CN 210315651 U CN210315651 U CN 210315651U
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Abstract
The upward-inclined concrete wall formwork erection reinforcement structure is mainly used for canal upward-inclined soil retaining wall formwork erection in hydraulic engineering, a plurality of transverse supporting steel pipes are arranged on the outer sides of two side formworks of a concrete wall body, the transverse supporting steel pipes on two sides are connected with the two side formworks of the concrete wall body through a plurality of split bolts, vertical supporting square timbers are arranged on the outer sides of the right side formworks and the inner sides of the transverse supporting steel pipes, the supporting square timbers fix the supporting square timbers and the right side formworks through steel nails, the transverse supporting steel pipes are perpendicular to the supporting square timbers, and the transverse supporting steel pipes are connected with cast supporting steel pipes through fasteners; the top of the buried steel pipe is connected with the coping transverse steel pipe through a fastener, the buried component is embedded in the foundation, the buried component is connected with one end of a turnbuckle, the other end of the turnbuckle is connected with the coping transverse steel pipe through a connecting rod component, and the buried steel pipe is connected with the coping transverse steel pipe through the fastener. The utility model discloses convenient to use, the turnover rate is high.
Description
Technical Field
The utility model belongs to hydraulic engineering construction field, it is supporting with steel pipe scaffold frame when mainly used river course, dykes and dams are under construction.
Background
The inclined retaining wall section area is the smallest for other gravity type retaining walls, the using amount of construction materials is relatively less, and the national energy-saving and environment-friendly concept is met. However, the inclined concrete retaining wall body is inclined, the height of the wall body is high, and included angles are formed between the formwork and the horizontal direction and the vertical direction when the formwork is erected, so that the formwork is erected with high difficulty. If the supporting and reinforcing are not firm, the expansion or burst of the mould is easily caused, so that the side slip of the template, the burst of the displacement template, the slurry leakage and the upward floating are caused, the quality of the wall body does not meet the requirement, and the waste of manpower, materials and machinery is caused.
Disclosure of Invention
In order to solve the wall body quality problem that the template inflation, come-up, burst etc. arouse, the utility model provides a convenient to use, labour saving and time saving can guarantee to face upward inclined concrete wall body and continue to use low-cost template braced system to face upward inclined concrete wall body template and prop up and establish the structure.
The technical scheme of the invention is as follows: the inclined concrete wall formwork that faces upward establishes reinforced structure, the concrete wall body both sides template outside all is equipped with a plurality of horizontal support steel pipes, through a plurality of split bolt connections between the horizontal support steel pipe of both sides and the concrete wall body both sides template, the right side template outside and horizontal support steel pipe inboard set up vertical support square timber, it is fixed with the right side template that the square timber will be supported through the steel nail to support the square timber, it is perpendicular with supporting the square timber to transversely support the steel pipe, the horizontal support steel pipe passes through the fastener with throwing to support the steel pipe and is connected.
The bottom end of the buried steel pipe is inserted into the ground. The top of the buried steel pipe is connected with the coping transverse steel pipe through a fastener, the buried component is embedded in the foundation, the buried component is connected with one end of a turnbuckle, the other end of the turnbuckle is connected with the coping transverse steel pipe through a connecting rod component, and the buried steel pipe is connected with the coping transverse steel pipe through the fastener.
The water stop plate 5 is made of a 6-thick steel plate, is arranged in the middle of the split bolt 3, and is connected with the split bolt 3 in a welding mode (full welding, the height of a welding line is 6 mm) to prevent water leakage.
The included angle between the throwing support steel pipe and the support square timber is 60-90 degrees.
The utility model discloses convenient to use, labour saving and time saving, the turnover rate is high to can improve engineering profit space.
Drawings
Fig. 1 is a use structure diagram of a formwork reinforcing system according to embodiment 1 of the present invention.
Fig. 2 is a front view of fig. 1.
In the figure, 1, a turnbuckle, 2, a connecting rod component, 3, a split bolt, 4, a top-pressing transverse steel pipe, 5, a water stop plate, 6, a transverse supporting steel pipe, 7, a supporting square timber, 8, a throwing supporting steel pipe, 9, a buried steel pipe and 10, a buried component.
Detailed Description
FIG. 1 shows, the concrete wall both sides template outside all is equipped with a plurality of horizontal support steel pipes 6, be connected through a plurality of split bolts 3 between the horizontal support steel pipe 6 of both sides and the concrete wall both sides template, the right side template outside and horizontal support steel pipe inboard set up vertical support square timber 7, it is fixed with the right side template that support square timber 7 will support square timber 7 through the steel nail, horizontal support steel pipe 6 is perpendicular with support square timber 7, horizontal support steel pipe 6 with throw prop the steel pipe 8 and pass through the fastener and be connected.
The bottom end of the buried steel pipe 9 is inserted into the ground. The top of the buried steel pipe 9 is connected with the coping transverse steel pipe 4 through a fastener, the buried component 10 is embedded in the foundation, the buried component 10 is connected with one end of the turn buckle 1, the other end of the turn buckle 1 is connected with the coping transverse steel pipe 4 through the connecting rod component 2 (welded or hooked), and the buried steel pipe 9 is connected with the coping transverse steel pipe 4 through a fastener.
The water stop plate 5 is made of a 6-thick steel plate, is arranged in the middle of the split bolt 3, is connected with the split bolt 3 in a welding mode (full welding, the height of a welding line is 6 mm), and prevents water from leaking through a gap.
The included angle between the throwing support steel pipe 8 and the support square timber 7 is 60-90 degrees.
The fastener adopts scaffold frame to connect the fastener.
The connecting rod component 2 adopts steel bars or steel wires or steel strands.
Specifically, the following description is provided: the buried steel pipe 9 and the throwing support steel pipe 8 can be connected or not connected according to actual conditions.
Claims (1)
1. The upward-inclined concrete wall formwork supporting and reinforcing structure is characterized in that a plurality of transverse supporting steel pipes are arranged on the outer sides of two side formworks of a concrete wall body, the transverse supporting steel pipes on the two sides are connected with the two side formworks of the concrete wall body through a plurality of split bolts, vertical supporting square timbers are arranged on the outer sides of the right side formworks and the inner sides of the transverse supporting steel pipes, the supporting square timbers fix the supporting square timbers with the right side formworks through steel nails, the transverse supporting steel pipes are perpendicular to the supporting square timbers, and the transverse supporting steel pipes are connected with throwing supporting steel pipes through fasteners; the top of the buried steel pipe is connected with the horizontal steel pipe of the coping through a fastener, the buried component is embedded in the foundation, the buried component is connected with one end of the turnbuckle, the other end of the turnbuckle is connected with the horizontal steel pipe of the coping through a connecting rod component, the buried steel pipe is connected with the horizontal steel pipe of the coping through the fastener, and the water stop plate is arranged in the middle of the split bolt and welded with the split bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920814962.9U CN210315651U (en) | 2019-05-31 | 2019-05-31 | Upward inclined concrete wall formwork supporting and reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920814962.9U CN210315651U (en) | 2019-05-31 | 2019-05-31 | Upward inclined concrete wall formwork supporting and reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210315651U true CN210315651U (en) | 2020-04-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920814962.9U Active CN210315651U (en) | 2019-05-31 | 2019-05-31 | Upward inclined concrete wall formwork supporting and reinforcing structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN210315651U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832287A (en) * | 2021-02-03 | 2021-05-25 | 江苏熙利建设有限公司 | Inclined retaining wall |
-
2019
- 2019-05-31 CN CN201920814962.9U patent/CN210315651U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112832287A (en) * | 2021-02-03 | 2021-05-25 | 江苏熙利建设有限公司 | Inclined retaining wall |
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