CN209384694U - A kind of ancient building anti-seismic strengthening device - Google Patents
A kind of ancient building anti-seismic strengthening device Download PDFInfo
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- CN209384694U CN209384694U CN201822176904.6U CN201822176904U CN209384694U CN 209384694 U CN209384694 U CN 209384694U CN 201822176904 U CN201822176904 U CN 201822176904U CN 209384694 U CN209384694 U CN 209384694U
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Abstract
The utility model discloses a kind of ancient building anti-seismic strengthening devices.Belong to ancient architecture walling technical field of anti-seismic reinforcement.The apparatus structure is simple, good reliability, ancient architecture walling can be protected to be not easy to collapse in antidetonation.Including ancient architecture walling, it is designed with waterproof layer on the ground of ancient building inside and outside wall face side, concrete layer is equipped on waterproof layer；It is pasted in the inner wall surface of ancient architecture walling and is fixedly connected with interior rectangle reinforcing frame, it is all respectively fixedly connected with interior falling-proof bracket on vertical frame in two of interior rectangular reinforcement frame, the bottom surface of each interior falling-proof bracket is fixedly connected on the ancient building within the walls concrete layer of metope side；It is pasted on the wall face of ancient architecture walling and is fixedly connected with outer rectangular reinforcement frame, it is all respectively fixedly connected with outer falling-proof bracket on vertical frame outside two of outer rectangular reinforcement frame, the bottom surface of each outer falling-proof bracket is fixedly connected on the concrete layer of ancient architecture walling wall face side.
Description
Technical field
The utility model relates to ancient architecture walling technical field of anti-seismic reinforcement, and in particular to a kind of ancient building seismic hardening dress
It sets.
Background technique
Anti-seismic strengthening device is generally all not provided with to ancient building wall now, some ancient buildings is caused to fall in earthquake
The case where collapsing, causing ancient building that can not restore appearance.Therefore seismic hardening is carried out to ancient architecture walling to be very necessary.
Utility model content
The utility model is in order to which the device for solving to carry out seismic hardening specifically for ancient architecture walling currently not yet is easily led
The deficiency that collapses in earthquake of ancient architecture walling is caused, provides that a kind of structure is simple, and good reliability can protect ancient architecture walling in antidetonation
It is not easy a kind of ancient building anti-seismic strengthening device to collapse.
The above technical problem is solved through the following technical scheme:
A kind of ancient building anti-seismic strengthening device, including ancient architecture walling, are designed on the ground of ancient building inside and outside wall face side
Waterproof layer is equipped with concrete layer on waterproof layer；
It is pasted in the inner wall surface of ancient architecture walling and is fixedly connected with interior rectangle reinforcing frame, in two of interior rectangular reinforcement frame
It is all respectively fixedly connected with interior falling-proof bracket on vertical frame, the bottom surface of each interior falling-proof bracket is fixedly connected in ancient building
Within the walls on the concrete layer of metope side；
It is pasted on the wall face of ancient architecture walling and is fixedly connected with outer rectangular reinforcement frame, two in outer rectangular reinforcement frame are outer
It is all respectively fixedly connected with outer falling-proof bracket on vertical frame, the bottom surface of each outer falling-proof bracket is fixedly connected in ancient building
On the concrete layer of wall wall face side；
It is logical in each wall if the ancient building outside two of outer rectangular reinforcement frame at lateral frame is equipped with dry wall through-hole within the walls
Lateral frame is equipped with frame through-hole in two of interior rectangle reinforcing frame at the face of hole, and activity is set respectively in each wall through-hole
There is stretching screw, lateral frame, stretching screw outside two that are connected to outer rectangular reinforcement frame is welded and fixed in the outer end of stretching screw
Inner end bolt be fixedly connected in the correspondence frame through-hole of interior widthwise edge frame.
When earthquake occurs in place at ancient architecture walling, regardless of ancient architecture walling is tilted still inwardly towards outer incline, ancient building
Wall all can be by anti-collapse protection.Ancient architecture walling can be pressed on interior rectangle reinforcing frame if when ancient architecture walling tilts inwardly, and
Interior rectangle reinforcing frame due to the anti-down support by interior falling-proof bracket so that interior falling-proof bracket is not easy to collapse inwardly, thus but also
Ancient architecture walling is also not easy to collapse inwardly.Similarly, when ancient architecture walling tilts outwardly if ancient architecture walling can be pressed in outer rectangular reinforcement frame
On, and outer rectangular reinforcement frame due to the anti-down support by outer falling-proof bracket so that outer falling-proof bracket is not easy to collapse outwardly, thus
But also ancient architecture walling is also not easy to collapse outwardly.This programme structure is simple, good reliability, can protect ancient architecture walling not in antidetonation
Easily collapse.
Preferably, being arranged with hole sealing ring on the stretching screw in wall through-hole.Sealing ring makes outside ancient architecture walling
Wind be not easily accessible ancient building within the walls, to ensure that ancient building, easy-weathering is impaired within the walls, can extend making for ancient architecture walling
Use the service life.
Preferably, being fixedly connected with middle transverse rod between frame vertical in two, and middle transverse rod is press-connected
In the inner wall surface of ancient architecture walling；It has been respectively fixedly connected with intermediate vertical bar between frame lateral in middle transverse rod and two, and
And every intermediate vertical bar is all press-connected in the inner wall surface of ancient architecture walling.Middle transverse rod and intermediate vertical bar are set in crosswise together
It sets in interior rectangular reinforcement frame, so that the reinforcing contact area of ancient architecture walling inwardly is larger, better reliability.
The utility model can reach following effect:
The utility model structure is simple, good reliability, ancient architecture walling can be protected to be not easy to collapse in antidetonation.
Detailed description of the invention
Fig. 1 is a kind of attachment structure schematic diagram that the utility model embodiment is seen from the left side side of ancient architecture walling.
Fig. 2 is the utility model embodiment from a kind of attachment structure schematic diagram in terms of the inner wall surface Founder of ancient architecture walling.
Fig. 3 is that the notch of post upper is held out against the interior cross for being connected to interior lateral frame upper end by the utility model embodiment
To on frame or the outer lateral frame of outer lateral frame upper end；The notch of support rod lower end, which holds out against the one kind being connected on inserted link, to be made
With state attachment structure schematic diagram.
Specific embodiment
The utility model is further described with embodiment with reference to the accompanying drawing.
Embodiment, a kind of ancient building anti-seismic strengthening device, referring to shown in Fig. 1-Fig. 2, including ancient architecture walling 8, in ancient building
It is designed with waterproof layer 2 on the ground 1 of inside and outside wall face side, concrete layer 3 is equipped on waterproof layer；
It is pasted in the inner wall surface 11 of ancient architecture walling and is fixedly connected with interior rectangle reinforcing frame 20, the two of interior rectangular reinforcement frame
It is all respectively fixedly connected with interior falling-proof bracket 17 on a interior vertical frame, the bottom surface of each interior falling-proof bracket is fixedly connected with
Ancient building is within the walls on the concrete layer of metope side；Lateral frame is respectively to be located at interior lateral frame in two of interior rectangle reinforcing frame
The interior vertical frame 22 of left end and the vertical frame 16 in interior lateral frame right end.
It is pasted on the wall face 7 of ancient architecture walling and is fixedly connected with outer rectangular reinforcement frame 19, the two of outer rectangular reinforcement frame
It is all respectively fixedly connected with outer falling-proof bracket 4 on a outer vertical frame 18, the bottom surface of each outer falling-proof bracket is fixedly connected with
On the concrete layer of ancient architecture walling wall face side；
If the ancient building outside two of outer rectangular reinforcement frame at lateral frame is equipped with dry wall through-hole 10 within the walls, in each wall
Lateral frame is equipped with frame through-hole 13 in two of interior rectangle reinforcing frame at through-hole face, lives respectively in each wall through-hole
Dynamic to be equipped with stretching screw 14, the outer end of stretching screw is welded and fixed lateral frame outside two that are connected to outer rectangular reinforcement frame, draws
The inner end bolt 15 of tight screw rod is fixedly connected in the correspondence frame through-hole of interior widthwise edge frame.Two of outer rectangular reinforcement frame are outer horizontal
It is respectively to be located at the outer lateral frame 6 of outer lateral frame upper end and positioned at the outer lateral frame 5 of outer lateral frame lower end to frame.
Lateral frame is respectively to be located at the interior lateral frame 12 of interior lateral frame upper end and be located at interior cross in two of interior rectangle reinforcing frame
To the interior lateral frame 21 of frame lower end.
Hole sealing ring 9 is arranged on the stretching screw in wall through-hole.
It is fixedly connected with middle transverse rod 28 between frame vertical in two, and middle transverse rod is press-connected in ancient building
In the inner wall surface of wall；Intermediate vertical bar 27, and every have been respectively fixedly connected between frame lateral in middle transverse rod and two
Intermediate vertical bar is all press-connected in the inner wall surface of ancient architecture walling.
Shown in Figure 3, ancient building anti-seismic strengthening device further includes several support rods 24 and equal with support rod radical
Inserted link 25, be designed with notch 23 in the upper and lower side of support rod, on the upper surface of concrete layer be equipped with several jacks 26.
When an earthquake occurs, inserted link is inserted into the jack of concrete layer by people.By people by the notch of post upper
Hold out against the outer lateral frame of on the interior lateral frame for being connected to interior lateral frame upper end or outer lateral frame upper end；Support rod lower end
Notch hold out against and be connected on inserted link, allow for ancient building wall in this way and be not easy to collapse.
When earthquake occurs in place at ancient architecture walling, regardless of ancient architecture walling is tilted still inwardly towards outer incline, ancient building
Wall all can be by anti-collapse protection.Ancient architecture walling can be pressed on interior rectangle reinforcing frame if when ancient architecture walling tilts inwardly, and
Interior rectangle reinforcing frame due to the anti-down support by interior falling-proof bracket so that interior falling-proof bracket is not easy to collapse inwardly, thus but also
Ancient architecture walling is also not easy to collapse inwardly.Similarly, when ancient architecture walling tilts outwardly if ancient architecture walling can be pressed in outer rectangular reinforcement frame
On, and outer rectangular reinforcement frame due to the anti-down support by outer falling-proof bracket so that outer falling-proof bracket is not easy to collapse outwardly, thus
But also ancient architecture walling is also not easy to collapse outwardly.This programme structure is simple, good reliability, can protect ancient architecture walling not in antidetonation
Easily collapse.
Claims (3)
1. a kind of ancient building anti-seismic strengthening device, including ancient architecture walling, which is characterized in that on the ground of ancient building inside and outside wall face side
On be designed with waterproof layer, on waterproof layer be equipped with concrete layer；
It is pasted in the inner wall surface of ancient architecture walling and is fixedly connected with interior rectangle reinforcing frame, it is vertical in two of interior rectangular reinforcement frame
Interior falling-proof bracket has all been respectively fixedly connected on frame, it is each in falling-proof bracket bottom surface be fixedly connected with ancient building within the walls
On the concrete layer of metope side；
It is pasted on the wall face of ancient architecture walling and is fixedly connected with outer rectangular reinforcement frame, it is vertical outside two of outer rectangular reinforcement frame
Outer falling-proof bracket is all respectively fixedly connected on frame, the bottom surface of each outer falling-proof bracket is fixedly connected with outside ancient architecture walling
On the concrete layer of metope side；
If the ancient building outside two of outer rectangular reinforcement frame at lateral frame is equipped with dry wall through-hole within the walls, each wall through-hole just
Frame through-hole is equipped with to frame lateral in two of the interior rectangle reinforcing frame at place, is movably equipped with drawing respectively in each wall through-hole
Tight screw rod, the outer end of stretching screw, which is welded and fixed, is connected to lateral frame outside two of outer rectangular reinforcement frame, in stretching screw
End bolt is fixedly connected in the correspondence frame through-hole of interior widthwise edge frame.
2. a kind of ancient building anti-seismic strengthening device according to claim 1, which is characterized in that the tension spiral shell in wall through-hole
Hole sealing ring is arranged on bar.
3. a kind of ancient building anti-seismic strengthening device according to claim 1, which is characterized in that in two vertical frame it
Between be fixedly connected with middle transverse rod, and middle transverse rod is press-connected in the inner wall surface of ancient architecture walling；In middle transverse rod and two
Intermediate vertical bar is respectively fixedly connected in root between lateral frame, and every intermediate vertical bar is all press-connected in ancient architecture walling
In inner wall surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822176904.6U CN209384694U (en) | 2018-12-24 | 2018-12-24 | A kind of ancient building anti-seismic strengthening device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822176904.6U CN209384694U (en) | 2018-12-24 | 2018-12-24 | A kind of ancient building anti-seismic strengthening device |
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| Publication Number | Publication Date |
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| CN209384694U true CN209384694U (en) | 2019-09-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117947969A (en) * | 2024-01-31 | 2024-04-30 | 杭州恒旭古建筑工程有限公司 | Reinforcing method for brick wall of ancient building |
-
2018
- 2018-12-24 CN CN201822176904.6U patent/CN209384694U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117947969A (en) * | 2024-01-31 | 2024-04-30 | 杭州恒旭古建筑工程有限公司 | Reinforcing method for brick wall of ancient building |
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