CN213267979U - Anti-seismic foundation structure - Google Patents
Anti-seismic foundation structure Download PDFInfo
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- CN213267979U CN213267979U CN202021533076.8U CN202021533076U CN213267979U CN 213267979 U CN213267979 U CN 213267979U CN 202021533076 U CN202021533076 U CN 202021533076U CN 213267979 U CN213267979 U CN 213267979U
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- base steel
- foundation
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- steel bar
- reinforcing pipe
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Abstract
The utility model discloses an antidetonation foundation structure, including foundation column steel framework, base steel framework and structural column steel framework, the welding of foundation column steel framework's upper end has base steel framework, the lower extreme slope of mounting panel is provided with the reinforced pipe, the inside left and right sides of reinforced pipe lower extreme all rotates and is connected with the baffle, outside fixedly connected with adjusting nut of movable rod upper end, the outside packing of foundation column steel framework and reinforced pipe is provided with first backfill layer, the connecting plate has all been welded to base steel framework's the left and right sides, the upper end threaded connection of stock has mounting nut, the outside packing of base steel framework and connecting plate is provided with the third backfill layer, structural column steel framework's outside packing is provided with the fourth backfill layer. This antidetonation foundation structure, the construction of being convenient for has improved this foundation structure's reliability and fastness, has increased area of contact in addition, has improved the shock resistance of ground.
Description
Technical Field
The utility model relates to a relevant technical field of ground specifically is an antidetonation foundation structure.
Background
The foundation is used as a basic component of a building, plays a role in bearing the foundation in the building, and is also an important factor influencing the building quality and the service life, so the requirements on the performance and the quality of the foundation are more strict in the building engineering.
However, in the course of foundation construction, it is inconvenient to install and construct, the reliability and firmness of the foundation structure are reduced, and the seismic resistance of the foundation structure is also reduced, so we provide an anti-seismic foundation structure to solve the problems suggested in the above.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation foundation structure to the construction and installation of being not convenient for who proposes in solving above-mentioned background art has reduced foundation structure's reliability and fastness, has reduced foundation structure shock resistance's problem in addition.
In order to achieve the above object, the utility model provides a following technical scheme: an anti-seismic foundation structure comprises a foundation column steel bar framework, a base steel bar framework and a structural column steel bar framework, wherein the base steel bar framework is welded at the upper end of the foundation column steel bar framework, mounting plates are mounted at the inner sides of the left end and the right end of the base steel bar framework at equal intervals through bolts, a reinforcing pipe is obliquely arranged at the lower end of each mounting plate, a fastening nut is in threaded connection with the outer side of the upper end of each reinforcing pipe, baffles are rotatably connected with the left side and the right side of the inner part of the lower end of each reinforcing pipe, a movable rod penetrates through the inner part of each reinforcing pipe, an adjusting nut is fixedly connected with the outer side of the upper end of each movable rod, the lower end of each movable rod is rotatably connected with the middle part of a movable plate, the movable plates are connected with the baffles in a sliding mode, a first backfill layer, and the inboard through connection of connecting plate has the stock, the upper end threaded connection of stock has mounting nut, and the outside packing of stock is provided with the second backfill layer, the outside packing of base steel framework and connecting plate is provided with the third backfill layer, and the upside welding at base steel framework middle part has structural column steel framework, structural column steel framework's outside packing is provided with the fourth backfill layer.
Preferably, the reinforcing pipes are symmetrically arranged about a horizontal central axis of the mounting plate and are connected with the mounting plate in a penetrating manner.
Preferably, the baffle and the reinforcing pipe are arranged in an inclined mode, and the baffle forms a turnover structure on the reinforcing pipe.
Preferably, the outer side of the lower end of the movable rod is in threaded connection with the inner side wall of the reinforcing pipe, and the movable rod drives the movable plate to form a sliding structure on the reinforcing pipe.
Preferably, the anchor rod is perpendicular to the base steel reinforcement frame, and the longitudinal section of the base steel reinforcement frame is in a shape like a Chinese character 'tu'.
Preferably, the lower extreme of stock is heliciform structure, and the stock is equidistant setting on the connecting plate.
Compared with the prior art, the beneficial effects of the utility model are that: the anti-seismic foundation structure is convenient to install and construct, improves the reliability and firmness of the foundation structure, increases the contact area and improves the anti-seismic property of the foundation structure;
1. the foundation is provided with the reinforcing pipes, the foundation column steel bar framework is arranged on the lower side of the base steel bar framework, the mounting plates are arranged on the left side and the right side of the base steel bar framework, the reinforcing pipes are obliquely arranged at the lower ends of the mounting plates, and the reliability of the foundation structure is effectively improved through the arrangement of the reinforcing pipes;
2. the movable rod drives the movable plate to move on the reinforcing pipe by screwing and rotating the adjusting nut, the movable plate is connected with the baffle in a sliding mode, and the baffle is turned over and opened on the reinforcing pipe after the movable plate moves, so that the subsequent installation is facilitated, and the firmness is improved;
3. be equipped with the stock, the lower extreme of stock is helical structure, and the stock is perpendicular setting on base steel framework to base steel framework's longitudinal section shape is "protruding" font, has increased area of contact, has improved this foundation structure's shock resistance.
Drawings
Fig. 1 is a schematic view of the front cross-sectional structure of the present invention;
FIG. 2 is a schematic view of the front sectional structure of the reinforcing pipe and the baffle plate of the present invention;
FIG. 3 is a schematic view of a side view cross-sectional structure of the connection plate and the anchor rod of the present invention;
fig. 4 is the utility model discloses the mounting panel looks sideways at spatial structure schematic diagram with reinforcing pipe connection.
In the figure: 1. a foundation column steel reinforcement frame; 2. a base steel frame; 3. mounting a plate; 4. reinforcing the pipe; 5. fastening a nut; 6. a baffle plate; 7. a movable rod; 8. adjusting the nut; 9. a movable plate; 10. a first backfill layer; 11. a connecting plate; 12. an anchor rod; 13. mounting a nut; 14. a second backfill layer; 15. a third backfill layer; 16. a structural column rebar frame; 17. and a fourth backfill layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: an anti-seismic foundation structure comprises a foundation column steel bar framework 1, a base steel bar framework 2, a mounting plate 3, a reinforcing pipe 4, a fastening nut 5, a baffle 6, a movable rod 7, an adjusting nut 8, a movable plate 9, a first backfill layer 10, a connecting plate 11, an anchor rod 12, a mounting nut 13, a second backfill layer 14, a third backfill layer 15, a structural column steel bar framework 16 and a fourth backfill layer 17, wherein the base steel bar framework 2 is welded at the upper end of the foundation column steel bar framework 1, the mounting plate 3 is mounted at the inner sides of the left end and the right end of the base steel bar framework 2 at equal intervals through bolts, the reinforcing pipe 4 is obliquely arranged at the lower end of the mounting plate 3, the fastening nut 5 is connected at the outer side of the upper end of the reinforcing pipe 4 in a threaded manner, the left side and the right side of the inner part of the lower end of the reinforcing pipe 4 are rotatably connected with the baffle 6, the movable, and the lower extreme of movable rod 7 is connected with the middle part rotation of fly leaf 9, and fly leaf 9 adopts gliding mode to be connected with baffle 6, foundation column steel framework 1 and the outside packing of reinforced pipe 4 are provided with first backfill layer 10, connecting plate 11 has all been welded to the left and right sides of base steel framework 2, and the inboard through connection of connecting plate 11 has stock 12, the upper end threaded connection of stock 12 has mounting nut 13, and the outside packing of stock 12 is provided with second backfill layer 14, the outside packing of base steel framework 2 and connecting plate 11 is provided with third backfill layer 15, and the upside welding at base steel framework 2 middle part has structure post steel framework 16, the outside packing of structure post steel framework 16 is provided with fourth backfill layer 17.
As in figure 1 and figure 2, the reinforcing pipes 4 are symmetrically arranged about the horizontal central axis of the mounting plate 3, the reinforcing pipes 4 are connected with the mounting plate 3 in a penetrating mode, the foundation column steel bar frame 1 is arranged on the lower side of the base steel bar frame 2, and the reliability of the foundation structure is effectively improved through the arrangement of the reinforcing pipes 4 and the foundation column steel bar frame 1.
Like in fig. 2 and 4 baffle 6 and reinforcing tube 4 be the slope setting, and baffle 6 constitutes flip structure on reinforcing tube 4, and the outside of movable rod 7 lower extreme and the inside wall threaded connection of reinforcing tube 4, and movable rod 7 drives fly leaf 9 and constitutes sliding structure on reinforcing tube 4, and subsequent installation of being convenient for has improved the fastness.
If anchor rod 12 is perpendicular setting with base steel framework 2 in fig. 3 and fig. 1, and base steel framework 2's longitudinal section shape is "protruding" font, and the lower extreme of anchor rod 12 is helical structure, and anchor rod 12 is equidistant setting on connecting plate 11, has increased area of contact, has improved this foundation structure's shock resistance.
The working principle is as follows: when the earthquake-resistant foundation structure is used, as shown in the attached drawings 1 and 2, a foundation column steel reinforcement frame 1 is fixed in a foundation pit, inclined holes are formed in the left side and the right side of the foundation column steel reinforcement frame 1 according to a preset position, reinforcing pipes 4 are inserted into the holes, a rotary adjusting nut 8 is screwed to enable a movable rod 7 to rotate on the inner sides of the reinforcing pipes 4, the outer sides of the lower ends of the movable rods 7 are in threaded connection with the inner side walls of the reinforcing pipes 4, after the movable rods 7 are adjusted, the movable rods 7 drive a movable plate 9 to slide on the reinforcing pipes 4, the movable plate 9 is connected with a baffle plate 6 in a sliding mode, after the movable plate 9 moves, the baffle plate 6 is turned over the reinforcing pipes 4, the reinforcing pipes 4 are limited and fixed in the holes through the baffle plate 6, the reliability is improved, a mounting plate 3 is mounted at the upper ends of the reinforcing pipes 4 and is fixed by using a fastening nut 5, a first backfill layer 10 is poured on the outer sides of the, according to the attached drawings 1 and 3, the anchor rods 12 are vertically arranged at the left side and the right side of the foundation column steel bar framework 1, concrete is poured outside the anchor rods 12 to form the second backfill layers 14, then the foundation column steel bar framework 2 is welded at the upper end of the foundation column steel bar framework 1, the connecting plate 11 is in penetrating connection with the upper ends of the anchor rods 12, after the fixing is completed through the mounting nuts 13, the mounting plate 3 is fixed on the foundation column steel bar framework 2 through bolts, the concrete is poured outside the foundation column steel bar framework 2 and the connecting plate 11 to form the third backfill layers 15, the foundation column steel bar framework 16 is mounted at the upper side of the foundation column steel bar framework 2, and the concrete is poured outside the foundation column steel bar framework 16 to form the fourth backfill layers 17, which is the whole process of the earthquake-resistant foundation structure.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an antidetonation foundation structure, includes foundation column steel framework (1), base steel framework (2) and structural column steel framework (16), its characterized in that: the foundation column steel bar framework comprises a foundation column steel bar framework (1), wherein a base steel bar framework (2) is welded at the upper end of the foundation column steel bar framework (1), a mounting plate (3) is installed at the inner side equal interval of the left end and the right end of the base steel bar framework (2) through bolts, a reinforcing pipe (4) is obliquely arranged at the lower end of the mounting plate (3), a fastening nut (5) is in threaded connection with the outer side of the upper end of the reinforcing pipe (4), baffle plates (6) are rotatably connected with the left side and the right side of the inner part of the lower end of the reinforcing pipe (4), a movable rod (7) is connected with the inner part of the reinforcing pipe (4) in a penetrating manner, an adjusting nut (8) is fixedly connected with the outer side of the upper end of the movable rod (7), the lower end of the movable rod (7) is rotatably connected with the middle part of a movable plate (9), the, connecting plate (11) have all been welded to the left and right sides of base steel reinforcement frame (2), and the inboard through connection of connecting plate (11) has stock (12), the upper end threaded connection of stock (12) has mounting nut (13), and the outside packing of stock (12) is provided with second backfill layer (14), the outside packing of base steel reinforcement frame (2) and connecting plate (11) is provided with third backfill layer (15), and the upside welding at base steel reinforcement frame (2) middle part has structure post steel reinforcement frame (16), the outside packing of structure post steel reinforcement frame (16) is provided with fourth backfill layer (17).
2. An earthquake-resistant foundation structure as defined in claim 1, wherein: the reinforcing pipes (4) are symmetrically arranged about a horizontal central axis of the mounting plate (3), and the reinforcing pipes (4) are connected with the mounting plate (3) in a penetrating mode.
3. An earthquake-resistant foundation structure as defined in claim 1, wherein: baffle (6) are the slope setting with reinforcing pipe (4), and baffle (6) constitute flip structure on reinforcing pipe (4).
4. An earthquake-resistant foundation structure as defined in claim 1, wherein: the outer side of the lower end of the movable rod (7) is in threaded connection with the inner side wall of the reinforcing pipe (4), and the movable rod (7) drives the movable plate (9) to form a sliding structure on the reinforcing pipe (4).
5. An earthquake-resistant foundation structure as defined in claim 1, wherein: the anchor rod (12) and the base steel bar framework (2) are vertically arranged, and the longitudinal section of the base steel bar framework (2) is in a shape like a Chinese character 'tu'.
6. An earthquake-resistant foundation structure as defined in claim 1, wherein: the lower extreme of stock (12) is helical structure, and stock (12) are equidistant setting on connecting plate (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021533076.8U CN213267979U (en) | 2020-07-29 | 2020-07-29 | Anti-seismic foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021533076.8U CN213267979U (en) | 2020-07-29 | 2020-07-29 | Anti-seismic foundation structure |
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| CN213267979U true CN213267979U (en) | 2021-05-25 |
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| CN202021533076.8U Active CN213267979U (en) | 2020-07-29 | 2020-07-29 | Anti-seismic foundation structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113789804A (en) * | 2021-09-02 | 2021-12-14 | 温州慧谷产品设计有限公司 | Reinforced foundation with shock resistance |
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2020
- 2020-07-29 CN CN202021533076.8U patent/CN213267979U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113789804A (en) * | 2021-09-02 | 2021-12-14 | 温州慧谷产品设计有限公司 | Reinforced foundation with shock resistance |
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| TR01 | Transfer of patent right |
Effective date of registration: 20211221 Address after: 202150 room 531, South fourth floor, No. 58 Xiangchun Road, Shuxin Town, Chongming District, Shanghai (Shanghai Shuxin Economic Development Zone) Patentee after: Shanghai zhupei Construction Co.,Ltd. Address before: 215008 No.777, Jinmen Road, Gusu District, Suzhou City, Jiangsu Province Patentee before: Li Jiajia |