CN210288448U - Inclined plane template support system - Google Patents
Inclined plane template support system Download PDFInfo
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- CN210288448U CN210288448U CN201920720178.1U CN201920720178U CN210288448U CN 210288448 U CN210288448 U CN 210288448U CN 201920720178 U CN201920720178 U CN 201920720178U CN 210288448 U CN210288448 U CN 210288448U
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- square steel
- steel pipe
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Abstract
The utility model provides an inclined plane template support system, which comprises an inverted square frustum pyramid shaped framework template, wherein the side wall of the template is respectively and evenly provided with a plurality of parallel steel ladle wooden keels, the steel ladle wooden keels are parallel to the bottom surface of the square frustum pyramid, the side wall of the template is also and evenly provided with steel pipe fixing parts which are vertical to the steel ladle wooden keels at intervals, the middle part of the template is provided with a telescopic square steel framework, the telescopic square steel framework comprises 4. about.4 connecting square steel pipes, 5. about.5 square steel pipe frameworks and 5. about.5 vertical beam square steel pipes, 5. about.5 square steel pipe frameworks are rectangular frameworks, the lower bottom surfaces are vertically connected through 5-5 vertical beam square steel tubes, the four sides of the 5-5 square steel tube frame are respectively provided with 4-4 connecting square steel tubes, one ends of the 4-4 connecting square steel tubes are connected with the steel ladle wood keel, and the other ends of the 4-4 connecting square steel tubes are connected with the four sides of the 5-5 square steel tube frame. The beneficial effects of the utility model are that simple structure, equipment are simple quick, reliable and stable, the efficiency of construction is high.
Description
Technical Field
The utility model belongs to the building field especially relates to an inclined plane template support system.
Background
The independent foundation is mainly applied to a multi-storey building as a common foundation form, the independent foundation is divided into a step foundation, a slope foundation and a cup-shaped foundation according to the shape of a section, the independent foundation below an underground water level meets the underground waterproof requirement, a waterproof board is additionally arranged on an independent foundation layer, the independent foundation is designed into a horizontal structure for reducing indoor backfill and preventing ground cracking in the later period, namely the top surface of the foundation is level with the top surface of the waterproof board, the difficulty of foundation excavation, foundation cushion layer and waterproof construction is increased at the same time, and the quality control key point in the construction process is undoubtedly achieved for the horizontal independent foundation slope construction of weathered rock strata.
Aiming at the high sea water level, the foundation is in a weathered rock stratum, the side edge of the slope of the traditional independent foundation needs to be stepped and sloped by building solid bricks, and then leveling is carried out by using cement mortar cover faces. In the prior art, the construction consumes more manpower, material resources and financial resources, and the construction efficiency is lower; the materials adopted by the masonry can not be recycled, so that the construction cost is increased; the construction time is long, and the construction progress is influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a simple structure, equipment are simple quick, reliable and stable, the inclined plane template support system that efficiency of construction is high.
The technical scheme of the utility model is that:
an inclined surface template supporting system comprises an inverted quadrangular frustum pyramid shaped framework template, a plurality of parallel steel ladle wooden keels are respectively and uniformly distributed on the side wall of the template, the steel ladle wooden keels are parallel to the bottom surface of the quadrangular frustum pyramid, steel pipe fixing parts vertical to the steel ladle wooden keels are also and uniformly distributed on the side wall of the template at intervals, a telescopic square steel framework is arranged in the middle of the template and comprises 4-4 connecting square steel pipes, 5 the square steel tube frame and 5 the perpendicular roof beam square steel pipe, 5 the 5 square steel tube frame is the rectangle frame, sets up respectively on the upper and lower bottom surface of template, links to each other through 5 the 5 perpendicular roof beam square steel pipe between upper and lower bottom surface perpendicularly, and 5 the four sides of 5 square steel tube frame are equipped with 4 respectively and connect the square steel pipe, and 4 the one end of 4 the square steel pipe of connecting is connected with the ladle wood joist, and 4 the other end of 4 the square steel pipe of connecting is connected with 5 the four sides of 5 the square steel tube frame through the clamp.
And the 5X 5 square steel pipe frame is provided with a fixing clip, and two ends of the 5X 5 vertical beam square steel pipe are respectively connected with the fixing clip in a socket joint mode.
The 5 × 5 square steel tube frame is a square frame and comprises 5 cross beams and 5 longitudinal beams which are uniformly distributed, 4 fixing clamps are arranged on the 5 × 5 square steel tube frame, the 4 fixing clamps are respectively arranged at the intersection point of the second cross beam and the second longitudinal beam and the intersection point of the second cross beam and the fourth longitudinal beam, and the intersection point of the fourth cross beam and the second longitudinal beam and the intersection point of the fourth cross beam and the fourth longitudinal beam.
The steel pipe mounting includes 4 x 4 square steel pipes, and the both ends of 4 x 4 square steel pipes are equipped with the end fixing clip respectively, and the end fixing clip includes two angle steel and a fixed screw, and the one end of two angle steel one face is perpendicular welding respectively in the both sides of the lateral wall of 4 x 4 square steel pipe one end, and the well part of two angle steel one faces is equipped with the hole respectively, and the fixed screw passes the hole setting.
And 4, connecting the square steel pipes by 4 to be respectively positioned on the extension lines of the cross beams and the longitudinal beams.
The utility model discloses inclined plane template support system can effectively solve the inclined plane template and prop up the problem of establishing the difficulty to can guarantee construction quality, accelerate the construction progress, thereby the life of further extension motor and H shaped steel assemblage machine has ensured near staff's safety simultaneously.
Drawings
FIG. 1 is a top view of the inclined form support system of the present invention
FIG. 2 is a side view of the inclined formwork support system of the present invention
FIG. 3 is a schematic view of the three-dimensional structure of the inclined plane formwork support system of the present invention
FIG. 4 is a schematic structural view of the steel pipe fixing member of the inclined plane formwork support system of the present invention
In the figure:
1. template 2, ladle wood joist 3, steel pipe mounting 4, flexible square steel frame
5. Clamp 31, fixing screw 32, 4-4 square steel pipe 33 and end fixing clamp
41. 4-4 connecting square steel pipe 42, 5-5 square steel pipe frame 43, 5-5 vertical beam square steel pipe 44 and fixing clip
Detailed Description
As shown in fig. 1-4, the inclined formwork support system of the present invention comprises an inverted square truncated pyramid-shaped formwork 1, a plurality of parallel steel-clad wood keels 2 are uniformly distributed on the side wall of the formwork 1, the steel-clad wood keels 2 are parallel to the bottom surface of the square truncated pyramid, steel pipe fixing members 3 perpendicular to the steel-clad wood keels 2 are uniformly distributed on the side wall of the formwork 1 at intervals, a telescopic square steel frame 4 is arranged in the middle of the formwork 1, the telescopic square steel frame 4 comprises 4 × 4 connecting square steel pipes 41, 5 × 5 square steel pipe frames 42 and 5 × 5 vertical beam square steel pipes 43, the 5 × 5 square steel pipe frames 42 are rectangular frames and are respectively arranged on the upper bottom surface and the lower bottom surface of the formwork 1, the upper bottom surface and the lower bottom surface are vertically connected through 5 × 5 vertical beam square steel pipes 43, the four sides of the 5 square steel pipe frames 42 are respectively provided with 4 connecting square steel pipes 41, one end of the 4 × 4 connecting square steel pipes 41 is connected with the steel pipes 2, the other end of the 4 × 4 connection square steel pipe 41 is connected to four sides of the 5 × 5 square steel pipe frame 42 by clips 5.
The 5-5 square steel pipe frame 43 is provided with a fixing clip 44, and two ends of the 5-5 vertical beam square steel pipe 43 are respectively connected with the fixing clip 44 in a socket joint mode.
The 5 × 5 square steel tube frame 42 is a square frame and comprises 5 cross beams and 5 longitudinal beams which are uniformly distributed, 4 fixing clips 44 are arranged on the 5 × 5 square steel tube frame 42, the 4 fixing clips 44 are respectively arranged at the intersection point of the second cross beam and the second longitudinal beam and the intersection point of the second cross beam and the fourth longitudinal beam, and the intersection point of the fourth cross beam and the second longitudinal beam and the intersection point of the fourth cross beam and the fourth longitudinal beam.
The steel pipe fixing part 3 comprises a 4 × 4 square steel pipe 32, end fixing clips 33 are arranged at two ends of the 4 × 4 square steel pipe 32 respectively, each end fixing clip 33 comprises two angle steels and a fixing screw 41, one end of one face of each angle steel is perpendicularly welded to two sides of the side wall of one end of the 4 × 4 square steel pipe 32 respectively, holes are formed in the middle portions of one face of each angle steel respectively, and the fixing screws 31 are arranged through the holes.
Further, the 4-by-4 connection square steel pipes 32 are respectively positioned on the extension lines of the cross beams and the longitudinal beams.
The working process of the example is as follows: the steel ladle wood keel 2 is spliced on the template 1, then the steel pipe fixing piece 3 is welded, and then the telescopic square steel frame is connected 4. After the connection is finished, the telescopic square steel frame 4 and the 4-4 connection square steel tube 41 are fixed by the clamp 5. And after the reinforcement is finished, concrete can be poured.
While one embodiment of the present invention has been described in detail, the description is only a preferred embodiment of the present invention, and should not be considered as limiting the scope of the present invention. All the equivalent changes and improvements made according to the application scope of the present invention should still fall within the patent coverage of the present invention.
Claims (5)
1. Inclined plane template support system, its characterized in that: comprises a template of an inverted quadrangular frustum pyramid shaped frame, a plurality of parallel steel ladle wooden keels are respectively and uniformly distributed on the side wall of the template, the steel ladle wooden keels are parallel to the bottom surface of the quadrangular frustum pyramid, steel pipe fixing parts vertical to the steel ladle wooden keels are also uniformly distributed on the side wall of the template at intervals, a telescopic square steel frame is arranged in the middle of the template and comprises 4 x 4 connecting square steel pipes, 5 the square steel tube frame and 5 the perpendicular roof beam square steel pipe, 5 the 5 square steel tube frame is the rectangle frame, sets up respectively on the upper and lower bottom surface of template, links to each other through 5 the 5 perpendicular roof beam square steel pipe between upper and lower bottom surface perpendicularly, and 5 the four sides of 5 square steel tube frame are equipped with 4 respectively and connect the square steel pipe, and 4 the one end of 4 the square steel pipe of connecting is connected with the ladle wood joist, and 4 the other end of 4 the square steel pipe of connecting is connected with 5 the four sides of 5 the square steel tube frame through the clamp.
2. The bevel formwork support system of claim 1, wherein: and the 5X 5 square steel pipe frame is provided with a fixing clip, and two ends of the 5X 5 vertical beam square steel pipe are respectively connected with the fixing clip in a socket joint mode.
3. The bevel formwork support system of claim 2, wherein: the 5 × 5 square steel tube frame is a square frame and comprises 5 cross beams and 5 longitudinal beams which are uniformly distributed, 4 fixing clamps are arranged on the 5 × 5 square steel tube frame, the 4 fixing clamps are respectively arranged at the intersection point of the second cross beam and the second longitudinal beam and the intersection point of the second cross beam and the fourth longitudinal beam, and the intersection point of the fourth cross beam and the second longitudinal beam and the intersection point of the fourth cross beam and the fourth longitudinal beam.
4. The bevel formwork support system of claim 3, wherein: the steel pipe mounting includes 4 x 4 square steel pipes, and the both ends of 4 x 4 square steel pipes are equipped with the end fixing clip respectively, and the end fixing clip includes two angle steel and a fixed screw, and the one end of two angle steel one face is perpendicular welding respectively in the both sides of the lateral wall of 4 x 4 square steel pipe one end, and the well part of two angle steel one faces is equipped with the hole respectively, and the fixed screw passes the hole setting.
5. The bevel formwork support system of claim 3, wherein: and 4, connecting the square steel pipes by 4 to be respectively positioned on the extension lines of the cross beams and the longitudinal beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920720178.1U CN210288448U (en) | 2019-05-20 | 2019-05-20 | Inclined plane template support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920720178.1U CN210288448U (en) | 2019-05-20 | 2019-05-20 | Inclined plane template support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210288448U true CN210288448U (en) | 2020-04-10 |
Family
ID=70069841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920720178.1U Expired - Fee Related CN210288448U (en) | 2019-05-20 | 2019-05-20 | Inclined plane template support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210288448U (en) |
-
2019
- 2019-05-20 CN CN201920720178.1U patent/CN210288448U/en not_active Expired - Fee Related
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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: 20200410 Termination date: 20210520 |