CN214834751U - High-rise concrete batter post structure die carrier supports and connection structure - Google Patents
High-rise concrete batter post structure die carrier supports and connection structure Download PDFInfo
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- CN214834751U CN214834751U CN202121640363.3U CN202121640363U CN214834751U CN 214834751 U CN214834751 U CN 214834751U CN 202121640363 U CN202121640363 U CN 202121640363U CN 214834751 U CN214834751 U CN 214834751U
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Abstract
The utility model discloses a high-rise concrete batter post structure formwork support and connection structure, which comprises a poured straight post and a batter post formwork main body, and also comprises a disc buckle type scaffold, a vertical rod and a diagonal brace which are arranged on the disc buckle type scaffold and supported on the bottom surface of the batter post formwork main body, and a tie component for connecting the batter post formwork main body and the straight post; the drawknot assembly comprises a U-shaped hoop and an adjustable screw rod, the U-shaped hoop surrounds the inclined column template main body, one end of the adjustable screw rod is connected with the U-shaped hoop, and the other end of the adjustable screw rod is connected with the straight column; the chain block is arranged at the upper end of the inclined column template main body, the chain block is connected with the straight column and the inclined column template main body in a pulling mode, and a cross brace is arranged between every two adjacent inclined column template main bodies. The application has the advantages of scientific and reasonable method, reliable connection, convenient construction and strong practicability.
Description
Technical Field
The utility model relates to a technical field of high-rise frame batter post construction especially relates to a high-rise concrete batter post structure die carrier supports and connection structure.
Background
At present, more and more high-rise buildings are built in China, the design style and the form are different day by day, an inclined concrete frame column is arranged on the periphery of a certain high-rise building at the height of 50m, the column and a top floor slab are cantilevered for 6m, particularly, a column head at four corners of the frame structure is formed by two inclined columns and a straight column, a special-shaped concrete structure is formed, and the special-shaped concrete structure is influenced by the self weight of concrete and the extending length of the structure in the high-rise concrete construction, the special-shaped concrete structure is high in requirements on safety measures of supporting and concrete pouring, multiple in key control positions and high in construction difficulty.
If the connection and construction method of the high-rise overhanging structure special-shaped concrete batter post is unreasonable, instability and settlement of a support frame body are easily caused, and even larger safety and quality accidents can be caused. To above-mentioned problem, this application provides a high-rise concrete batter post structure die carrier supports and connection structure.
SUMMERY OF THE UTILITY MODEL
The utility model provides a high-rise concrete batter post structure die carrier supports and connection structure has the advantage that way scientific and reasonable, connection are reliable, construction convenience, practicality are strong.
The technical problem to be solved is that: the connecting and constructing method of the high-rise special-shaped concrete inclined column formwork is unreasonable, and the instability and settlement of the support frame body are easily caused.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, including the straight post and the batter post template main part of having built, still include the dish knot formula scaffold, set up on the dish knot formula scaffold and support the pole setting in batter post template main part bottom surface and connect the drawknot subassembly of batter post template main part and straight post;
the drawknot component comprises a U-shaped hoop and an adjustable screw rod, the U-shaped hoop surrounds the inclined column template main body, one end of the adjustable screw rod is connected with the U-shaped hoop, and the other end of the adjustable screw rod is connected with the straight column.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, it is further, still be equipped with the bracing on the formula scaffold frame is detained to the dish, bracing one end is supported in batter post template main part bottom surface.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, it is further, U type hoop is formed by the channel-section steel welding.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, it is further, the inslot of U shaped steel hoop is arranged in to adjustable lead screw, is connected fixedly with U shaped steel hoop through the mountain type card and fastening nut on it.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, it is further, batter post template main part upper end is equipped with chain block, chain block one end is connected with the vertical column, and the other end is connected with batter post template main part.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, it is further, be equipped with a pair of pull rod between vertical column and the batter post template main part, pull rod one end is tied with the horizon bar that sets up at the vertical column back, the other end and the horizon bar tie of setting in batter post template main part bottom surface.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, it is further, pre-buried there is the dowel on the vertical column, adjustable lead screw one end bending type becomes the pull ring, pull ring and dowel.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, it is further, pole setting and bracing upper end all are equipped with the U and hold in the palm.
The utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, and is further, adjacent be equipped with the stull between the batter post template main part.
Compared with the prior art, the utility model, following beneficial effect has:
according to the method, on one hand, the inclined column template is supported and connected through the disc buckle type scaffold, and on the other hand, the inclined column template is reinforced and connected through the large-diameter anchor bars pre-embedded on the straight columns, the adjustable lead screws and the U-shaped hoops; and set up chain block in batter post template upper end, adjust and the drawknot with straight post and batter post template, adjust through the stull between the batter post, ensured the template support body position and the support safety of batter post.
The present invention will be further explained with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Reference numerals:
1. a straight column; 2. an oblique column template main body; 3. a coil buckle type scaffold; 4. erecting a rod; 5. u support; 6. a bevel cushion block; 7. bracing; 8. anchoring ribs; 9. a U-shaped steel hoop; 10. an adjustable lead screw; 11. a pull ring; 12. fastening a nut; 13. a wire rope; 14. a chain block; 15. a pull rod; 16. a horizontal bar.
Detailed Description
As shown in fig. 1, the utility model relates to a high-rise concrete batter post structure die carrier supports and connection structure, including the straight post 1 of having pour the completion, batter post template main part 2, dish knot formula scaffold 3, set up on dish knot formula scaffold 3 and support in the pole setting 4 of batter post template main part 2 bottom surfaces and connect the drawknot subassembly of batter post template main part 2 and straight post 1. The inclined column template main body 2 consists of a template and a tool type column hoop. A plurality of upright rods 4 are respectively arranged at intervals along the width direction and the height direction of the inclined column at certain intervals; one end of the vertical rod 4 is connected with the disc buckle type scaffold 3, the other end of the vertical rod is fixedly provided with a U support 5, the U support 5 is provided with an inclined plane cushion block 6, and the inclined plane cushion block 6 is supported on the bottom surface of the inclined column template main body 2.
Furthermore, the disc-buckled scaffold 3 is also provided with inclined struts 7, the inclined struts 7 are vertical to the bottom surfaces of the inclined column templates, and a plurality of inclined struts are respectively arranged at intervals along the width direction and the height direction of the inclined columns at certain intervals; one end of the diagonal brace 7 is connected with the disc buckle type scaffold 3, and the other end of the diagonal brace is supported on the bottom surface of the diagonal column formwork through the U support 5 at the end part of the diagonal brace.
The tie assembly comprises anchor bars 8, U-shaped steel hoops 9 and adjustable screw rods 10, the anchor bars 8 are arranged on two opposite sides of the straight column 1, a plurality of tracks are arranged at intervals along the straight column 1 at certain intervals, and the anchor bars are embedded on the straight column 1 when the straight column 1 is poured. The U-shaped steel hoop 9 is formed by welding three channel steels and encircles the bottom surface and two side surfaces of the inclined column template main body 2 to support the inclined column template main body 2. Adjustable lead screw 10 one end bending type becomes pull ring 11, and pull ring 11 and anchor bar 8 drawknot, in the channel-section steel recess of batter post template main part 2 sides was arranged in to the other end, its tip stretched out the channel-section steel and passes through chevron card and fastening nut 12 and U-shaped ferrule 9 drawknot fixed, can adjust the joint strength of batter post template main part 2 and straight post 1 through adjustable lead screw 10.
All the upper end of the batter post template main body 2 and the upright post 1 are sleeved with steel wire ropes 13, a chain block 14 is connected between the two steel wire ropes 13, the batter post template main body 2 can be adjusted and tied through the chain block 14, and the adjusting is convenient and the stability is good.
After the chain block 14 is adjusted, be equipped with a pair of pull rod 15 between vertical column 1 and batter post template main part 2, pull rod 15 is located the relative both sides of batter post template main part 2 respectively, and pull rod 15 sets up along the length direction interval of batter post template main part 2 many pairs, the one end of pull rod 15 with set up the horizon bar 16 drawknot at the vertical column 1 back, the other end with set up the horizon bar 16 drawknot at batter post template main part 2 bottom surface, form frame construction with pull rod 15 and horizon bar 16, fix a position batter post template main part 2, guarantee the stability of template when concreting.
Support through stull and the U that sets up at the stull tip hold in the palm 5 between the adjacent template main part, guarantee the stability of 2 horizontal directions of batter post template main part.
According to the method, on one hand, the inclined column template is supported and connected through the disc buckle type scaffold 3, and on the other hand, the inclined column template is reinforced and connected through the large-diameter anchor bars 8 pre-embedded on the straight columns 1 and matched with the adjustable screw rods 10 and the U-shaped steel hoops 9; and set up chain block 14 in batter post template upper end, adjust and the drawknot with upright post 1 and batter post template, adjust through the stull between the batter post, ensured the template support body position and the support safety of batter post.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.
Claims (9)
1. The utility model provides a high-rise concrete batter post structure die carrier supports and connection structure, includes straight post (1) and batter post template main part (2) of pouring completion, its characterized in that: the scaffold comprises a disc buckle type scaffold (3), a vertical rod (4) which is arranged on the disc buckle type scaffold (3) and supported on the bottom surface of the inclined column formwork main body (2), and a tie component which is used for connecting the inclined column formwork main body (2) and the straight column (1);
the drawknot component comprises a U-shaped steel hoop (9) and an adjustable lead screw (10) which are encircled on the inclined column template main body (2), one end of the adjustable lead screw (10) is connected with the U-shaped steel hoop (9), and the other end of the adjustable lead screw is connected with the straight column (1).
2. The formwork supporting and connecting structure for the high-rise concrete inclined column structure according to claim 1, is characterized in that: still be equipped with bracing (7) on dish knot formula scaffold frame (3), bracing (7) one end is supported in batter post template main part (2) bottom surface.
3. The formwork supporting and connecting structure for the high-rise concrete inclined column structure according to claim 1, is characterized in that: the U-shaped steel hoop (9) is formed by welding channel steel.
4. The formwork support and connection structure for the high-rise concrete inclined column structure according to claim 3, characterized in that: the adjustable screw rod (10) is arranged in a groove of the U-shaped steel hoop (9) and is fixedly connected with the U-shaped steel hoop (9) through a mountain-shaped clamp and a fastening nut (12) on the adjustable screw rod.
5. The formwork supporting and connecting structure for the high-rise concrete inclined column structure according to claim 1, is characterized in that: the upper end of the inclined column template main body (2) is provided with a chain block (14), one end of the chain block (14) is connected with the straight column (1), and the other end of the chain block is connected with the inclined column template main body (2).
6. The formwork supporting and connecting structure for the high-rise concrete inclined column structure according to claim 5, is characterized in that: a pair of pull rods (15) is arranged between the straight column (1) and the inclined column template main body (2), one end of each pull rod (15) is tied with a horizontal rod (16) arranged on the back of the straight column (1), and the other end of each pull rod (15) is tied with a horizontal rod (16) arranged on the bottom surface of the inclined column template main body (2).
7. The formwork supporting and connecting structure for the high-rise concrete inclined column structure according to claim 1, is characterized in that: the vertical column (1) is pre-embedded with anchor bars (8), one end of the adjustable screw rod (10) is bent to form a pull ring (11), and the pull ring (11) is tied with the anchor bars (8).
8. The formwork support and connection structure for the high-rise concrete inclined column structure according to claim 2, characterized in that: the upper ends of the vertical rod (4) and the inclined strut (7) are respectively provided with a U-shaped support (5).
9. The formwork supporting and connecting structure for the high-rise concrete inclined column structure according to claim 1, is characterized in that: and a cross brace is arranged between the adjacent inclined column template main bodies (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121640363.3U CN214834751U (en) | 2021-07-19 | 2021-07-19 | High-rise concrete batter post structure die carrier supports and connection structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121640363.3U CN214834751U (en) | 2021-07-19 | 2021-07-19 | High-rise concrete batter post structure die carrier supports and connection structure |
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| CN214834751U true CN214834751U (en) | 2021-11-23 |
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| CN202121640363.3U Active CN214834751U (en) | 2021-07-19 | 2021-07-19 | High-rise concrete batter post structure die carrier supports and connection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182576A (en) * | 2022-07-21 | 2022-10-14 | 浙江宏坤建设集团有限公司 | Concrete inclined column formwork structure and construction method thereof |
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2021
- 2021-07-19 CN CN202121640363.3U patent/CN214834751U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115182576A (en) * | 2022-07-21 | 2022-10-14 | 浙江宏坤建设集团有限公司 | Concrete inclined column formwork structure and construction method thereof |
| CN115182576B (en) * | 2022-07-21 | 2023-10-10 | 浙江宏坤建设集团有限公司 | Concrete diagonal column formwork structure and construction method thereof |
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