CN211646509U - Shock resistance ancient building foundation reinforced structure - Google Patents
Shock resistance ancient building foundation reinforced structure Download PDFInfo
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- CN211646509U CN211646509U CN202020117778.1U CN202020117778U CN211646509U CN 211646509 U CN211646509 U CN 211646509U CN 202020117778 U CN202020117778 U CN 202020117778U CN 211646509 U CN211646509 U CN 211646509U
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Abstract
The utility model relates to an earthquake resistance ancient building foundation reinforced structure, it includes the base, be provided with two gusset plates on the base relatively, two the gusset plate respectively with ancient building column base both sides butt, the base is including setting up subaerial first bottom plate and second bottom plate, the holding tank has been seted up respectively to one side that first bottom plate and second bottom plate are relative, ancient building column base is located between two holding tanks, first bottom plate is provided with the joint piece towards one side of second bottom plate, set up on the second bottom plate with joint piece complex joint groove, be provided with the stand on first bottom plate and the second bottom plate respectively, two spacing grooves have been seted up respectively to one side that the stand is relative, the gusset plate both sides joint is at two spacing inslot respectively. The utility model has the advantages of be convenient for install, the original structure of difficult destruction ancient building in the installation.
Description
Technical Field
The utility model belongs to the technical field of the technique that ancient building maintained and specifically relates to a shock resistance ancient building basis reinforced structure is related to.
Background
In China, a large number of ancient buildings with historical values and epoch meanings exist, potential safety hazards of different stratification degrees and even the possibility of damage appear when years of historical past ceremonies are introduced into the late years, and measures are urgently needed to be taken to reinforce and repair the ancient buildings. The ancient buildings mostly adopt brick-concrete structures and wood structures, and due to the fact that the service life is long, various corrosion, material aging, damage in the using process and the like occur, the bearing capacity is insufficient, and the ancient buildings need to be correctly reinforced, repaired and maintained.
Chinese patent with grant publication number CN206957266U discloses a reinforcing apparatus of ancient building, including multilayer reinforcing mechanism and slope warning mechanism, multilayer reinforcing mechanism includes inlayer reinforcement post, middle level reinforcement post and outer reinforcement base station, column base standing groove one has been seted up in the inlayer reinforcement post, ancient building column base is placed inside column base standing groove one, column base standing groove two has been seted up in the middle level reinforcement post, middle level reinforcement post sets up at outer reinforcement ground base station up end, column base standing groove three has been seted up to outer reinforcement ground bench up end intermediate position, inlayer reinforcement post passes column base standing groove two to place in column base standing groove three.
The above prior art solutions have the following drawbacks: this kind of reinforcing apparatus's inlayer reinforced column and middle floor reinforced column cup joint on ancient building column base, can only embolia downwards from the top of ancient building column support column when the installation, perhaps need dig out ancient building column base below earlier, then cup joint inlayer reinforced column and middle floor reinforced column upwards from the bottom, easily cause destruction, the installation of being not convenient for to the original structure of ancient building during the installation.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an anti-seismic ancient building basis reinforced structure, have the installation of being convenient for, the advantage of the original structure of difficult destruction ancient building in the installation.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides an earthquake resistance ancient building foundation reinforced structure, includes the base, be provided with two gusset plates, two relatively on the base the gusset plate respectively with ancient building column base both sides butt, the base is including setting up at subaerial first bottom plate and second bottom plate, the holding tank has been seted up respectively to one side that first bottom plate and second bottom plate are relative, ancient building column base is located between two holding tanks, first bottom plate is provided with the joint piece towards one side of second bottom plate, set up on the second bottom plate with joint piece complex joint groove, be provided with the stand on first bottom plate and the second bottom plate respectively, two spacing grooves have been seted up respectively to one side that the stand is relative, the gusset plate both sides joint is at two spacing inslots respectively.
Through adopting above-mentioned technical scheme, when the installation, at first with first bottom plate and second bottom plate joint respectively in ancient building column base both sides, play the supporting role to the stand, holding tank lateral wall and ancient building column base butt, joint piece joint is in the joint inslot, can restrict the relative movement of first bottom plate and second bottom plate, then slide two gusset plates downwards along the lateral wall of ancient building column base, the gusset plate both sides are pegged graft respectively at the spacing inslot, the spacing groove carries on spacingly to the gusset plate, two gusset plates butt respectively in the both sides of ancient building column base, can consolidate, reduce the risk that the column base heeled, in the installation, can not cause the damage to the original structure of ancient building, installation operation is comparatively convenient.
The utility model discloses further set up to: one side that the ancient building column base was kept away from to the gusset plate is provided with first backup pad, first backup pad bottom and base butt.
Through adopting above-mentioned technical scheme, first backup pad can play the supporting role to the gusset plate, makes the gusset plate can bear bigger load, has strengthened the stability of gusset plate.
The utility model discloses further set up to: one side of the upright column, which is far away from the limiting groove, is provided with a second supporting plate, and the bottom of the second supporting plate is connected with the base.
Through adopting above-mentioned technical scheme, the second backup pad can play the supporting role to the stand, when making ancient building column base roll to the stand direction, the stand is difficult for taking place the bending, has further strengthened reinforced structure's stability.
The utility model discloses further set up to: the gusset plate includes reinforced portion and two on ancient building column base of butt and is located reinforced portion both sides connecting portion respectively, reinforced portion and the laminating of ancient building column base outer wall, connecting portion sliding connection is at the spacing inslot.
Through adopting above-mentioned technical scheme, reinforcement portion and column base outer wall laminating make the area of contact of gusset plate and column base bigger, and the reinforcement effect is better, and connecting portion and spacing groove sliding connection are more convenient when making the installation gusset plate.
The utility model discloses further set up to: bolt through holes are respectively formed in the first bottom plate and the second bottom plate, and bottom plate positioning bolts penetrate through the bolt through holes.
Through adopting above-mentioned technical scheme, the bolt via hole is fixed subaerial to bottom plate location bolt pipe, can fix a position first locating plate and second locating plate, avoids whole reinforced structure along ancient building column base circumferential direction or upwards slip, strengthens the stability of reinforced structure itself.
The utility model discloses further set up to: the locking hole that communicates with the spacing groove is seted up on the stand, locking hole female connection has a locking bolt, locking bolt and connecting portion butt.
By adopting the technical scheme, after the reinforcing plates are installed, the locking bolts are rotated to enable the locking bolts to abut against the connecting parts of the reinforcing plates, the connecting parts of the two reinforcing plates abut against each other, the movement of the reinforcing plates can be limited, and the reinforcing plates are prevented from being inadvertently moved by visitors.
The utility model discloses further set up to: and a round angle is formed on one side, facing the column base of the historic building, of the bottom end surface of the reinforcing plate.
Through adopting above-mentioned technical scheme, at the in-process along ancient building column base lapse gusset plate, the edges and corners fish tail column base of gusset plate can be avoided to the fillet, lower damage that causes the column base.
The utility model discloses further set up to: one side of reinforcement portion towards ancient building column base is provided with the shock pad.
Through adopting above-mentioned technical scheme, taking place slight earthquake or scrape the strong wind messenger, the shock pad can cushion rocking of ancient building column base, and the shock pad can alleviate the crushing of gusset plate to ancient building column base simultaneously.
To sum up, the utility model discloses a beneficial technological effect does:
1. in the installation process, the original structure of the historic building is not damaged, and the installation and the operation are more convenient;
2. by arranging the first supporting plate and the second supporting plate, the reinforcing plate can bear larger load, and the stability of the reinforcing structure is enhanced;
3. the shock pad can cushion rocking of ancient building column base.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the base of FIG. 1;
fig. 3 is a schematic view of the structure of the reinforcing plate of fig. 1.
In the figure, 1, a base; 2. a first base plate; 3. a second base plate; 4. accommodating grooves; 5. a clamping block; 6. a clamping groove; 7. passing a hole through a bolt; 8. a bottom plate positioning bolt; 9. a reinforcing plate; 91. a connecting portion; 92. a reinforcing part; 10. a limiting groove; 11. a column; 12. column feet of ancient buildings; 13. a first support plate; 14. a second support plate; 15. a locking hole; 16. locking the bolt; 17. a shock-absorbing pad.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, for the utility model discloses an earthquake resistance ancient building foundation reinforced structure, including base 1, base 1 is including setting up at subaerial first bottom plate 2 and second bottom plate 3, and first bottom plate 2 and 3 appearances of second bottom plate are the same semi-circle of radius, and holding tank 4 has been seted up respectively to first bottom plate 2 and the relative one side of second bottom plate 3.
The shape of holding tank 4 sets up according to the shape of ancient building column base 12 cross section, and ancient building column base 12 cross section is circular in this embodiment, and holding tank 4 is the semi-circle of radius and the unanimous of ancient building column base 12 radius, and ancient building column base 12 is located between two holding tanks 4.
Two sets of bolt through holes 7 are respectively formed in the first bottom plate 2 and the second bottom plate 3, bottom plate positioning bolts 8 penetrate through the bolt through holes 7, and the first bottom plate 2 and the second bottom plate 3 are fixed on the ground through the bottom plate positioning bolts 8.
The first bottom plate 2 and the second bottom plate 3 are respectively and vertically welded and fixed with an upright post 11, two limiting grooves 10 are respectively formed in one side, opposite to the two upright posts 11, of the upright post 11, a second supporting plate 14 is welded and fixed on one side, away from the limiting grooves 10, of the upright post 11, the second supporting plate 14 is triangular, and the bottom of the second supporting plate 14 is welded and fixed with the base 1.
Referring to fig. 3, be provided with two gusset plates 9 on the base 1 relatively, gusset plate 9 includes that butt reinforced portion 92 and two on ancient building column base 12 are located reinforced portion 92 both sides connecting portion 91 respectively, reinforced portion 92 cross section is half circular, reinforced portion 92 inner wall and the laminating of ancient building column base 12 outer wall, connecting portion 91 sliding connection is in spacing groove 10, when installing gusset plate 9, at first with reinforced portion 92 butt on ancient building column base 12, then along the downward reinforcing plate 9 that slides of ancient building column base 12, make two connecting portion 91 slide in spacing groove 10 respectively, until the bottom butt of reinforcing plate 9 on first floor and second bottom plate 3.
One side welded fastening that gusset plate 9 kept away from ancient building column base 12 has first backup pad 13, and back, first backup pad 13 bottom and base 1 butt are installed to gusset plate 9.
The upright post 11 is provided with a locking hole 15 communicated with the limiting groove 10, the locking hole 15 is internally threaded with a locking bolt 16, and after the reinforcing plate 9 is inserted, the locking bolt 16 is rotated to enable the locking bolt 16 to be abutted against the connecting part 91.
The fillet has been seted up towards one side of ancient building column base 12 to reinforcing plate 9 bottom end face, and reinforcement portion 92 is provided with shock pad 17 towards one side of ancient building column base 12, and shock pad 17 is the rubber material.
The implementation principle of the embodiment is as follows: when installing base 1, at first install first bottom plate 2, make 4 lateral walls of holding tank of first bottom plate 2 and ancient building column base 12's lateral wall butt, then with 4 lateral walls butt of holding tank of second bottom plate 3 on ancient building column base 12 lateral walls, 3 messenger's 5 joints of joint piece are in joint groove 6 of second bottom plate of sliding down after that, then locking bottom plate positioning bolt 8 is fixed subaerial with first bottom plate 2 and second bottom plate 3.
When the reinforcing plate 9 is installed, the reinforcing part 92 is abutted to the ancient building column base 12, then the reinforcing plate 9 slides downwards along the ancient building column base 12, the two connecting parts 91 slide into the limiting grooves 10 respectively, the bottom of the reinforcing plate 9 is abutted to the first floor and the second bottom plate 3, and finally the locking bolt 16 is rotated, so that the locking bolt 16 is abutted to the connecting parts 91, and the reinforcing plate 9 is limited.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides an earthquake resistance ancient building foundation reinforced structure, includes base (1), be provided with two gusset plates (9) on base (1) relatively, two gusset plate (9) respectively with ancient building column base (12) both sides butt, its characterized in that: base (1) is including setting up at subaerial first bottom plate (2) and second bottom plate (3), holding tank (4) have been seted up respectively to first bottom plate (2) and the relative one side of second bottom plate (3), ancient building column base (12) are located between two holding tank (4), first bottom plate (2) are provided with joint piece (5) towards one side of second bottom plate (3), set up on second bottom plate (3) with joint piece (5) complex joint groove (6), be provided with stand (11) on first bottom plate (2) and second bottom plate (3) respectively, two spacing groove (10) have been seted up respectively to the relative one side of stand (11), gusset plate (9) both sides joint respectively in two spacing groove (10).
2. The reinforcement structure for earthquake resistant ancient building foundation according to claim 1, wherein: one side that gusset plate (9) kept away from ancient building column base (12) is provided with first backup pad (13), first backup pad (13) bottom and base (1) butt.
3. The reinforcement structure for earthquake resistant ancient building foundation according to claim 2, wherein: one side of the upright post (11) far away from the limiting groove (10) is provided with a second supporting plate (14), and the bottom of the second supporting plate (14) is connected with the base (1).
4. The reinforcement structure for earthquake resistant ancient building foundation according to claim 3, wherein: reinforcing plate (9) include reinforced portion (92) and two on ancient building column base (12) of butt and are located reinforced portion (92) both sides connecting portion (91) respectively, reinforced portion (92) and the laminating of ancient building column base (12) outer wall, connecting portion (91) sliding connection is in spacing groove (10).
5. The reinforcement structure for earthquake resistant ancient building foundation according to claim 4, wherein: bolt through holes (7) are respectively formed in the first base plate (2) and the second base plate (3), and base plate positioning bolts (8) penetrate through the bolt through holes (7).
6. The reinforcement structure for earthquake resistant ancient building foundation according to claim 5, wherein: the locking device is characterized in that a locking hole (15) communicated with the limiting groove (10) is formed in the upright column (11), a locking bolt (16) is connected to the locking hole (15) in an internal thread mode, and the locking bolt (16) is abutted to the connecting portion (91).
7. The reinforcement structure for earthquake resistant ancient building foundation according to claim 1, wherein: and a round angle is formed on one side, facing the ancient building column base (12), of the bottom end surface of the reinforcing plate (9).
8. The reinforcement structure for earthquake resistant ancient building foundation according to claim 4, wherein: and a shock absorption pad (17) is arranged on one side of the reinforcing part (92) facing the column base (12) of the historic building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020117778.1U CN211646509U (en) | 2020-01-17 | 2020-01-17 | Shock resistance ancient building foundation reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020117778.1U CN211646509U (en) | 2020-01-17 | 2020-01-17 | Shock resistance ancient building foundation reinforced structure |
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| CN211646509U true CN211646509U (en) | 2020-10-09 |
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| CN202020117778.1U Active CN211646509U (en) | 2020-01-17 | 2020-01-17 | Shock resistance ancient building foundation reinforced structure |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113112716A (en) * | 2021-04-09 | 2021-07-13 | 无锡太湖学院 | Automatic building legacy protection device and use method thereof |
| CN113338277A (en) * | 2021-07-02 | 2021-09-03 | 中建八局第二建设有限公司 | Building structure pile foundation reinforcing apparatus |
| CN114059797A (en) * | 2021-11-18 | 2022-02-18 | 孟凡超 | Building structure reinforcing apparatus |
| CN114541468A (en) * | 2022-01-29 | 2022-05-27 | 开封市文化旅游投资集团有限公司 | Road under-penetration construction historic building protection device |
-
2020
- 2020-01-17 CN CN202020117778.1U patent/CN211646509U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113112716A (en) * | 2021-04-09 | 2021-07-13 | 无锡太湖学院 | Automatic building legacy protection device and use method thereof |
| CN113112716B (en) * | 2021-04-09 | 2022-04-22 | 无锡太湖学院 | Automatic building legacy protection device and use method thereof |
| CN113338277A (en) * | 2021-07-02 | 2021-09-03 | 中建八局第二建设有限公司 | Building structure pile foundation reinforcing apparatus |
| CN114059797A (en) * | 2021-11-18 | 2022-02-18 | 孟凡超 | Building structure reinforcing apparatus |
| CN114541468A (en) * | 2022-01-29 | 2022-05-27 | 开封市文化旅游投资集团有限公司 | Road under-penetration construction historic building protection device |
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