CN218375507U

CN218375507U - Overhead wood structure foundation reinforcing structure

Info

Publication number: CN218375507U
Application number: CN202222528778.2U
Authority: CN
Inventors: 程华林; 吴子引; 程建清
Original assignee: Foshan Huashengfei Decoration Material Co ltd
Current assignee: Foshan Huashengfei Decoration Material Co ltd
Priority date: 2022-09-23
Filing date: 2022-09-23
Publication date: 2023-01-24
Anticipated expiration: 2032-09-23

Abstract

The utility model discloses an overhead timber structure ground reinforced structure relates to timber structure ancient building and repairs technical field, including prefabricated mound, spliced pole, the first screw hole of two sets of mutual symmetries is seted up to the upper surface of prefabricated mound, and the top of prefabricated mound is provided with fixed establishment, and fixed establishment's top is provided with elevating system, and elevating system's inside is provided with stop gear, the top fixedly connected with backup pad of spliced pole, the last surface mounting of backup pad has the gasket. It can be through the cooperation of elevating system, stop gear, spliced pole, backup pad, gasket, can support the reinforcement to overhead formula timber structure ground fast, has solved current timber structure ancient building ground and has all been overhead formula basically, and the ground is buried with the stake in the bottom and is supported, and the stake uses the damage that can appear not to the same extent for a long time, can't continue to support the problem of whole building, has realized the high efficiency that this device used.

Description

Overhead wood structure foundation reinforcing structure

Technical Field

The utility model relates to a timber structure ancient building repairs technical field, specifically is an overhead timber structure ground reinforced structure.

Background

The wood structure foundation is basically some ancient building foundations, and the wood structure ancient building is an important component of the historical building culture of China, wherein the wood structure ancient building is used as a main structure system of the ancient building of China, is widely applied to buildings such as palace, temple, residents, attics and the like, is the evidence of historical development and the expression of national culture, and is more nonrenewable cultural resource and historical heritage. The existing wood structure ancient buildings are naturally and artificially damaged in history transmission due to long-term construction, and are in different damage states due to factors such as unfavorable protection, long-term overhaul and the like for years, so that the existing wood structure ancient buildings are urgently repaired and reinforced.

At present, the current timber structure ancient building foundation all is the built on stilts formula basically, and the bottom buries ground with the stake and supports, and the damage of different degrees can appear in the long-time use of stake, can't continue to support whole building, for this reason, we provide an overhead timber structure foundation reinforced structure and solve above problem.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an overhead wood structure ground reinforced structure in order to compensate prior art not enough.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an overhead formula timber structure ground reinforced structure, includes prefabricated mound, spliced pole, the first screw hole of two sets of mutual symmetries is seted up to the upper surface of prefabricated mound, the top of prefabricated mound is provided with fixed establishment, fixed establishment's top is provided with elevating system, elevating system's inside is provided with stop gear, the top fixedly connected with backup pad of spliced pole, the last surface mounting of backup pad has the gasket.

Further, fixed establishment includes the fixed disk, two sets of first through-holes of mutual symmetry are seted up to the upper surface of fixed disk, and are two sets of the equal sliding connection of inside wall of first through-hole has two screw rods of mutual symmetry.

Furthermore, the top of two screw rods is fixedly connected with a screw head, and the outer surfaces of the two screw rods are in threaded connection with the inner side wall of the first threaded hole.

Furthermore, elevating system includes the lift post, the bottom of lift post and the last fixed surface fixed connection of fixed disk, the second screw hole has been seted up on the top of lift post, the inside wall threaded connection of second screw hole has the screw thread post.

Further, the top fixedly connected with lifter of screw thread post, the top fixedly connected with rolling disc of lifter, the upper surface of rolling disc is rotated with the bottom of spliced pole and is connected, the outer fixed surface of rolling disc is connected with the concentric dwang of a set of equidistance.

Further, stop gear includes first spacing dish, logical groove has been seted up to the upper surface of first spacing dish, lead to the upper portion fixed connection of inslot lateral wall and lift post surface, the second through-hole that a set of equidistance was arranged is seted up to the upper surface of first spacing dish.

Furthermore, it is a set of the equal sliding connection of inside wall of second through-hole has the gag lever post, the spacing dish of top fixedly connected with second of gag lever post, the spout has been seted up to the upper surface of the spacing dish of second, the inside wall of spout and the surface sliding connection of lifter.

Compared with the prior art, this overhead wood structure foundation reinforced structure possesses following beneficial effect:

1. the utility model discloses a cooperation of elevating system, stop gear, spliced pole, backup pad, gasket can support the reinforcement to the overhead formula timber structure ground fast, has solved that current timber structure ancient building ground all is the overhead formula basically, and the bottom is supported with the stake is buried underground, and the stake uses the damage that can appear the different degree for a long time, can't continue to support the problem of whole building, has realized the high efficiency that this device used.

2. The utility model discloses a prefabricated mound, first screw hole, fixed establishment's cooperation, control screw run through first through-hole, and with the inside wall threaded connection of first screw hole, realized the convenience of this device installation.

Drawings

Fig. 1 is a schematic view of a three-dimensional front view structure of the present invention;

FIG. 2 is a perspective front view of the present invention;

FIG. 3 is a disassembled view of the three-dimensional structure of the fixing mechanism of the present invention;

FIG. 4 is a three-dimensional structure exploded view of the lifting mechanism of the present invention;

fig. 5 is a three-dimensional structure splitting view of the limiting mechanism of the present invention.

In the figure: 1. prefabricating a pier; 2. a first threaded hole; 3. a fixing mechanism; 301. fixing the disc; 302. a first through hole; 303. a screw head; 304. a screw; 4. a lifting mechanism; 401. a lifting column; 402. a second threaded hole; 403. a threaded post; 404. a lifting rod; 405. rotating the disc; 406. rotating the rod; 5. a limiting mechanism; 501. a first limiting disc; 502. a through groove; 503. a second through hole; 504. a second limiting disc; 505. a chute; 506. a limiting rod; 6. connecting columns; 7. a support plate; 8. and (7) a gasket.

Detailed Description

The principles and features of the present invention are described below in conjunction with the following drawings, the examples given are only intended to illustrate the present invention and are not intended to limit the scope of the present invention.

This embodiment provides an overhead wood structure ground reinforced structure, and this reinforced structure is used for supporting the reinforcement to the ground at the reinforcement in-process of overhead wood structure ground, through the cooperation of elevating system 4, stop gear 5, spliced pole 6, backup pad 7, gasket 8, can support the reinforcement to overhead wood structure ground fast for the device's reinforcement effect is more ideal, can guarantee overhead wood structure ground reinforced high efficiency.

Referring to fig. 1 to 5, the overhead wood structure foundation reinforcing structure comprises a prefabricated pier 1 and a connecting column 6, wherein two groups of first threaded holes 2 which are symmetrical to each other are formed in the upper surface of the prefabricated pier 1, and a fixing mechanism 3 is arranged above the prefabricated pier 1.

The prefabricated pier 1 is made of cement.

The fixing mechanism 3 comprises a fixing disc 301, two sets of mutually symmetrical first through holes 302 are formed in the upper surface of the fixing disc 301, and two sets of mutually symmetrical screw rods 304 are slidably connected to the inner side walls of the two sets of first through holes 302.

Here, the diameter of the first through hole 302 is the same as the diameter of the first threaded hole 2, and the screw 304 is vertically aligned up and down, and the diameter of the screw is the same as the diameter of the first through hole 302.

The top ends of the two screw rods 304 are fixedly connected with screw heads 303, and the outer surfaces of the two screw rods 304 are in threaded connection with the inner side wall of the first threaded hole 2.

The purpose of quick installation of the device is realized by the control screw 304 penetrating through the first through hole 302 and being in threaded connection with the inner side wall of the first threaded hole 2.

A lifting mechanism 4 is arranged above the fixing mechanism 3.

The lifting mechanism 4 comprises a lifting column 401, the bottom end of the lifting column 401 is fixedly connected with the upper surface of the fixed disc 301, a second threaded hole 402 is formed in the top end of the lifting column 401, and a threaded column 403 is connected to the inner side wall of the second threaded hole 402 in a threaded mode.

The diameter of the second threaded hole 402 here corresponds to the diameter of the threaded post 403.

The top end of the threaded column 403 is fixedly connected with a lifting rod 404, the top end of the lifting rod 404 is fixedly connected with a rotating disc 405, the upper surface of the rotating disc 405 is rotatably connected with the bottom end of the connecting column 6, and the outer surface of the rotating disc 405 is fixedly connected with a group of rotating rods 406 which are equidistant and concentric.

The lifting bar 404 may here be a triangular prism, a quadrangular prism, a hexagonal prism, preferably a quadrangular prism here.

Through rotating dwang 406, and then drive rolling disc 405 and rotate, drive screw thread post 403 simultaneously and rotate, rotation through screw thread post 403, and then drive screw thread post 403 at the inside rebound of second screw hole 402, drive lifter 404 rebound simultaneously, drive rolling disc 405 rebound simultaneously, drive backup pad 7 and 8 rebound of gasket simultaneously, and make the bottom surface of the tight ground in 8 tops of gasket, the purpose of this device quick support reinforcement overhead formula timber structure ground has been realized.

The inside of elevating system 4 is provided with stop gear 5.

The limiting mechanism 5 comprises a first limiting disc 501, a through groove 502 is formed in the upper surface of the first limiting disc 501, the inner side wall of the through groove 502 is fixedly connected with the upper portion of the outer surface of the lifting column 401, and a group of second through holes 503 which are arranged at equal intervals are formed in the upper surface of the first limiting disc 501.

The inside walls of the set of second through holes 503 are both slidably connected with a limiting rod 506, the top end of the limiting rod 506 is fixedly connected with a second limiting disc 504, the upper surface of the second limiting disc 504 is provided with a sliding groove 505, and the inside walls of the sliding groove 505 are slidably connected with the outer surface of the lifting rod 404.

The diameter of the through groove 502 is consistent with the diameter of the lifting column 401, and the diameter of the second through hole 503 is consistent with the diameter of the limiting rod 506.

By moving the second limiting disc 504 downwards, the second limiting disc 504 is driven to slide downwards on the outer surface of the lifting rod 404, and the limiting rod 506 is driven to move downwards, so that the limiting rod 506 is inserted into the second through hole 503, and the purpose of rapid limiting and fixing of the device is achieved.

The top end of the connecting column 6 is fixedly connected with a supporting plate 7, and a gasket 8 is arranged on the upper surface of the supporting plate 7.

Here, the material of the gasket 8 is preferably a rubber gasket.

The working principle is as follows: when the device is used, firstly, a prefabricated pier 1 of a foundation pit is dug at the bottom of a foundation, then two groups of mutually symmetrical first threaded holes 2 are formed in the upper surface of the prefabricated pier 1, finally, a fixed disc 301 is placed above the prefabricated pier 1, the first through hole 302 is aligned with the first threaded holes 2 up and down, the first through hole 302 is penetrated through a control screw 304, and is in threaded connection with the inner side wall of the first threaded hole 2, the purpose of quick installation of the device is realized, a rotating disc 406 is rotated, a rotating disc 405 is driven to rotate, the threaded column 403 is driven to rotate simultaneously, the threaded column 403 is driven to rotate through the rotation of the threaded column 403, the threaded column 403 is driven to move upwards in the second threaded hole 402, the lifting rod 404 is driven to move upwards simultaneously, the rotating disc 405 is driven to move upwards, a support plate 7 and a gasket 8 are driven to move upwards, the gasket 8 is driven to tightly abut against the bottom surface of the foundation, the purpose of quickly supporting the hollow wood structure foundation of the device is realized, the second limiting disc 504 is driven to slide downwards on the outer surface 506 of the lifting rod 404, the second limiting disc 506 is driven to move downwards, and the quick supporting device is inserted into the limiting hole 503.

The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.

Claims

1. The utility model provides an overhead formula timber structure foundation reinforced structure, includes prefabricated mound (1), spliced pole (6), its characterized in that: the utility model discloses a prefabricated pier, including prefabricated pier (1), the upper surface of prefabricated pier (1) sets up the first screw hole (2) of two sets of mutual symmetries, the top of prefabricated pier (1) is provided with fixed establishment (3), the top of fixed establishment (3) is provided with elevating system (4), the inside of elevating system (4) is provided with stop gear (5), the top fixedly connected with backup pad (7) of spliced pole (6), the last surface mounting of backup pad (7) has gasket (8).

2. The overhead wood structure foundation reinforcing structure of claim 1, wherein: fixed establishment (3) are including fixed disk (301), two sets of first through-holes (302) of mutual symmetry are seted up to the upper surface of fixed disk (301), and are two sets of the equal sliding connection of inside wall of first through-hole (302) has two screw rods (304) of mutual symmetry.

3. The overhead wood structure foundation reinforcing structure of claim 2, wherein: the top ends of the two screw rods (304) are fixedly connected with screw heads (303), and the outer surfaces of the two screw rods (304) are in threaded connection with the inner side wall of the first threaded hole (2).

4. The overhead wood structure foundation stabilization structure of claim 1, wherein: the lifting mechanism (4) comprises a lifting column (401), the bottom end of the lifting column (401) is fixedly connected with the upper surface of the fixed disc (301), a second threaded hole (402) is formed in the top end of the lifting column (401), and a threaded column (403) is connected to the inner side wall of the second threaded hole (402) in a threaded mode.

5. The overhead wood structure foundation reinforcing structure of claim 4, wherein: the top fixedly connected with lifter (404) of screw thread post (403), the top fixedly connected with rolling disc (405) of lifter (404), the upper surface of rolling disc (405) is rotated with the bottom of spliced pole (6) and is connected, the outer fixed surface of rolling disc (405) is connected with concentric dwang (406) of a set of equidistance.

6. The overhead wood structure foundation reinforcing structure of claim 1, wherein: stop gear (5) are including first spacing dish (501), logical groove (502) have been seted up to the upper surface of first spacing dish (501), lead to the upper portion fixed connection of groove (502) inside wall and lift post (401) surface, second through-hole (503) that a set of equidistance was arranged are seted up to the upper surface of first spacing dish (501).

7. The overhead wood structure foundation reinforcing structure of claim 6, wherein: the inner side wall of the second through hole (503) is connected with a limiting rod (506) in a sliding mode, the top end of the limiting rod (506) is fixedly connected with a second limiting disc (504), a sliding groove (505) is formed in the upper surface of the second limiting disc (504), and the inner side wall of the sliding groove (505) is connected with the outer surface of the lifting rod (404) in a sliding mode.