CN215630820U - Anti-seismic reinforcing mechanism for building wall - Google Patents
Anti-seismic reinforcing mechanism for building wall Download PDFInfo
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- CN215630820U CN215630820U CN202121815329.5U CN202121815329U CN215630820U CN 215630820 U CN215630820 U CN 215630820U CN 202121815329 U CN202121815329 U CN 202121815329U CN 215630820 U CN215630820 U CN 215630820U
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Abstract
The application discloses wall body antidetonation strengthening mechanism is built in room belongs to the technical field of construction, its first wall body, second wall body that includes vertical setting and set up in antidetonation subassembly between first wall body, the second wall body, antidetonation subassembly is including being fixed in first steel sheet on the first wall body, fixed connection second steel sheet on the second wall body and set up in elastic component between first steel sheet, the second steel sheet, elastic component include fixed connection in telescopic link and cover between first steel sheet, the second steel sheet are located first spring on the telescopic link. This application has the effect that improves wall structure's anti-seismic performance.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a house building wall anti-seismic reinforcing mechanism.
Background
China is in a multi-occurrence area of earthquake disasters, in order to protect the life and property safety of people, the construction projects of China need to ensure that the requirement of earthquake fortification is met, and constructors often set earthquake strengthening mechanisms in building walls to meet the requirement.
Among the correlation technique, chinese utility model patent that publication number is CN213234371U discloses a wall body strengthening mechanism for construction is built in room, including stone wall body, concrete layer and horizontal pole, wherein concrete layer has all been pour to stone wall body both sides, stone wall body one side is run through and has been seted up a plurality of logical grooves, and a plurality of logical grooves are rectangular array and distribute, a plurality of logical inslot portions all run through and are provided with the horizontal pole, the both ends of horizontal pole extend to inside the concrete layer respectively, the horizontal pole both ends are all fixed cup joints and are provided with the steel sheet, and the steel sheet is close to one side and stone wall body one side laminating of stone wall body and is connected, all be provided with the splice bar between the both ends of per two horizontal poles.
In view of the above-mentioned related arts, the inventor believes that the strength of the wall body can be improved by the arrangement of the steel plates, the cross bars and the connecting ribs, but the wall body and the wall body are still rigidly connected, so that the anti-seismic effect is poor, and when the building encounters an earthquake disaster, the rigid connection may cause the wall body to bend and tilt.
SUMMERY OF THE UTILITY MODEL
In order to improve the anti-seismic performance of wall body knot, this application provides a wall body antidetonation strengthening mechanism is built in room.
The application provides a pair of wall body antidetonation strengthening mechanism is built in room adopts following technical scheme:
the utility model provides a wall body antidetonation strengthening mechanism is built in room, includes the first wall body, the second wall body of vertical setting and set up in antidetonation subassembly between first wall body, the second wall body, the antidetonation subassembly is including being fixed in first steel sheet, fixed connection on the second wall body on the first wall body second steel sheet and set up in elastic component between first steel sheet, the second steel sheet, elastic component include fixed connection in telescopic link and cover between first steel sheet, the second steel sheet are located first spring on the telescopic link.
Through adopting above-mentioned technical scheme, when taking place earthquake disaster, first wall body takes place to rock with the second wall body, and the distance between first wall body and the second wall body changes, and the telescopic link sets up to the removal that provides guide effect for first wall body and second wall body, prevents first wall body, second wall body skew, and being provided with of first spring does benefit to the energy rotation with the earthquake ripples for elastic potential energy to improve the anti-seismic performance of first wall body, second wall body.
Preferably, first steel sheet with be provided with the buffering subassembly between the second steel sheet, the buffering subassembly including set up in connecting piece between first steel sheet, the second steel sheet and articulate in the sliding block at connecting piece both ends, one side the sliding block with first steel sheet cooperation of sliding, the opposite side the sliding block with the second steel sheet cooperation of sliding.
Through adopting above-mentioned technical scheme, when the distance between first wall body and the second wall body changes, the connecting piece removes thereupon, and the connecting piece removes the drive sliding block and removes to utilize the friction between sliding block and first steel sheet, the second steel sheet to consume seismic energy.
Preferably, all offer on first steel sheet, the second steel sheet be used for with the sliding block complex sliding tray that slides, fixedly connected with fixture block on the sliding block, offer on the inside wall of sliding tray be used for with the fixture block complex draw-in groove that slides.
Through adopting above-mentioned technical scheme, the fixture block is favorable to preventing on the one hand with setting up of draw-in groove that the sliding block breaks away from the sliding tray, provides the guide effect for the removal of sliding block, and the setting up of on the other hand fixture block has increased the surface area of sliding block, further improves the seismic energy of frictional action consumption.
Preferably, a second spring is fixedly connected to the sliding block, and one end, far away from the sliding block, of the second spring is fixedly connected with the inner end face of the sliding groove.
Through adopting above-mentioned technical scheme, the setting of second spring can be with the elastic potential energy of partly seismic energy conversion second spring to improve the anti-seismic performance of wall body.
Preferably, the side surfaces of the first steel plate and the second steel plate, which are far away from each other, are fixedly connected with elastic plates.
Through adopting above-mentioned technical scheme, the elastic plate setting is favorable to providing certain space for the deformation of first wall body, second wall body to prevent first wall body, second wall body fracture.
Preferably, the first steel plate is far away from the first locating plate of fixedly connected with on the surface of second steel plate, first locating plate extends to in the first wall, the second steel plate is far away from fixedly connected with second locating plate on the side of first steel plate, the second locating plate extends to in the second wall.
By adopting the technical scheme, the arrangement of the first positioning plate is beneficial to enhancing the connection strength of the first wall body and the first steel plate, and the arrangement of the first positioning plate is beneficial to improving the structural strength of the first wall body, so that the anti-seismic performance of the first wall body is improved; the second positioning plate is favorable for strengthening the connection strength of the second wall body and the second steel plate, and the second positioning plate is favorable for improving the structural strength of the second wall body, so that the anti-seismic performance of the second wall body is improved.
Preferably, protection plates are fixedly connected to two sides of the first wall body and the second wall body, a first fixing rod penetrates through the first wall body, and the first fixing rod is fixedly connected with the protection plates on the first wall body; and a second fixing rod penetrates through the second wall body and is fixedly connected with a protection plate on the second wall body.
Through adopting above-mentioned technical scheme, the setting of first dead lever, second dead lever is favorable to fixed guard plate, and being provided with of guard plate does benefit to the structural strength who strengthens first wall body, second wall body, not only can prevent first wall body, second wall body fracture, more can improve its anti-seismic performance.
Preferably, it is adjacent be provided with coupling assembling between first dead lever, the second dead lever, coupling assembling wears to locate including sliding the locating lever, the cover of first dead lever, second dead lever are located the fixed disk and the fixed connection in of locating lever both ends in the third spring on the fixed disk, the fixed disk with locating lever screw-thread fit.
Through adopting above-mentioned technical scheme, when first dead lever and second dead lever kept away from each other, seismic energy conversion is the elastic potential energy of third spring to improve the anti-seismic performance of wall body, and coupling assembling set up the distance between convenient operating personnel control first steel sheet and the second steel sheet.
In summary, the present application includes at least one of the following beneficial technical effects:
the telescopic rod is arranged to provide a guiding effect for the movement of the first wall body and the second wall body, so that the first wall body and the second wall body are prevented from shifting, and the arrangement of the first spring is favorable for rotating the energy of seismic waves into elastic potential energy, so that the seismic performance of the first wall body and the second wall body is improved;
the arrangement of the clamping block and the clamping groove is favorable for preventing the sliding block from separating from the sliding groove and providing a guiding effect for the movement of the sliding block, and the arrangement of the clamping block increases the surface area of the sliding block and further improves the seismic energy consumed by the friction effect;
seismic energy is converted into the elastic potential energy of the third spring, so that the seismic performance of the wall body is improved, and the connecting assembly is convenient for an operator to control the distance between the first steel plate and the second steel plate.
Drawings
Fig. 1 is a schematic structural diagram of a building wall anti-seismic reinforcing mechanism of an embodiment of the application.
Fig. 2 is an internal structure schematic diagram of a building wall anti-seismic reinforcing mechanism of the embodiment of the application.
Fig. 3 is an enlarged schematic view at a in fig. 2.
Description of reference numerals:
1. a first wall; 11. a first fixing lever; 2. a second wall; 21. a second fixing bar; 3. an anti-seismic assembly; 31. a first steel plate; 311. a first positioning plate; 32. a second steel plate; 321. a second positioning plate; 33. an elastic member; 331. a telescopic rod; 332. a first spring; 34. an elastic plate; 4. a buffer assembly; 41. a connecting member; 411. a first link; 412. a second link; 42. a slider; 421. a clamping block; 422. a second spring; 43. a sliding groove; 431. a card slot; 5. a protection plate; 6. a connecting assembly; 61. positioning a rod; 62. fixing the disc; 63. and a third spring.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses wall body antidetonation strengthening mechanism is built in room. Referring to fig. 1 and 2, the anti-seismic reinforcing mechanism for the building wall comprises a first wall 1, a second wall 2 and an anti-seismic assembly 3.
Referring to fig. 1 and 2, a first wall 1 and a second wall 2 are vertically arranged, and the first wall 1 and the second wall 2 are formed by pouring concrete. The anti-seismic assembly 3 comprises a first steel plate 31, a second steel plate 32 and an elastic piece 33, wherein the first steel plate 31 and the second steel plate 32 are vertically arranged, and the first steel plate 31 and the second steel plate 32 are arranged side by side. The elastic plate 34 is fixedly connected to the side surfaces of the first steel plate 31 and the second steel plate 32 away from each other. The first steel plate 31 is provided with a first positioning plate 311 on the side close to the first wall 1, the length direction of the first positioning plate 311 is the same as the length direction of the first wall 1, one end of the first positioning plate 311 is fixedly connected with the first wall 1, and the other end of the first positioning plate 311 penetrates through the elastic plate 34 and extends into the first wall 1.
Referring to fig. 1 and 2, a second positioning plate 321 is disposed on a side surface of the second steel plate 32 close to the second wall 2, the second positioning plate 321 and the first positioning plate 311 are corrugated plates, a length direction of the second positioning plate 321 is identical to a length direction of the first positioning plate 311, one end of the second positioning plate 321 is fixedly connected to the second steel plate 32, and the other end of the second positioning plate 321 extends into the second wall 2. The shape of the corrugated plate is beneficial to improving the anti-pulling performance of the first positioning plate 311 and the second positioning plate 321, so that the stability of the first steel plate 31 and the second steel plate 32 is improved.
Referring to fig. 2 and 3, the elastic member 33 includes an expansion link 331 and a first spring 332, the expansion link 331 is disposed between the first steel plate 31 and the second steel plate 32, one end of the expansion link 331 is fixedly connected to the first steel plate 31, and the other end of the expansion link 331 is fixedly connected to the second steel plate 32. The telescopic bars 331 are provided with four, and the four telescopic bars 331 are arranged at intervals in the height direction of the first steel plate 31. The first spring 332 is sleeved on the telescopic rod 331, one end of the first spring 332 is fixedly connected with the first steel plate 31, and the other end of the first spring 332 is fixedly connected with the second steel plate 32. When an earthquake disaster occurs, the first wall 1 and the second wall 2 shake, and the arrangement of the first spring 332 is favorable for converting the energy of earthquake waves into elastic potential energy, so that the earthquake resistance of the first wall 1 and the second wall 2 is improved.
Referring to fig. 2 and 3, a buffer assembly 4 is disposed between the first steel plate 31 and the second steel plate 32, the buffer assembly 4 includes a connecting member 41 and a sliding block 42, the connecting member 41 includes a first link 411 and a second link 412, and the first link 411 is hinged to the second link 412. The connecting members 41 are provided in two, and the two connecting members 41 are arranged at intervals in the height direction of the first steel plate 31. Four sliding blocks 42 are arranged on the single buffer component 4, and the four sliding blocks 42 are respectively hinged at the ends of the first connecting rod 411 and the second connecting rod 412. Sliding groove 43 has all been seted up on the side that first steel sheet 31, second steel sheet 32 are close to each other, and the cross section of sliding groove 43 is the rectangle, and the length direction of sliding groove 43 is unanimous with the length direction of first steel sheet 31, and the inside wall of sliding groove 43 and the cooperation of sliding block 42's lateral wall slide. Fixedly connected with fixture block 421 on sliding block 42, draw-in groove 431 has been seted up on the inside wall of sliding tray 43, fixture block 421 set up in draw-in groove 431 and with the inside wall sliding fit of draw-in groove 431, fixture block 421 does benefit to with being provided with of draw-in groove 431 and prevents that sliding block 42 from dropping, and fixture block 421 provides the guide effect for sliding block 42.
Referring to fig. 2 and 3, the sliding block 42 is provided with a second spring 422, one end of the second spring 422 is fixedly connected with the sliding block 42, and one end of the second spring 422 is fixedly connected with the inner end surface of the sliding groove 43. When an earthquake disaster occurs, the distance between the first wall body 1 and the second wall body 2 is changed slightly, the sliding assembly consumes a part of earthquake energy by using the friction force between the sliding groove 43 and the sliding block 42, and the second spring 422 is arranged to convert the other part of earthquake energy into the elastic potential energy of the second spring 422, so that the earthquake resistance of the wall body is improved.
Referring to fig. 1 and 3, the protection plates 5 are fixedly connected to two sides of the first wall body 1 and the second wall body 2, the protection plates 5 are vertically arranged, and the protection plates 5 are favorable for preventing the first wall body 1 and the second wall body 2 from collapsing. Wear to be equipped with first dead lever 11 in the first wall body 1, first dead lever 11 level sets up, and guard plate 5, first dead lever 11 and guard plate 5 fixed connection on extending to be located first wall body 1 in first dead lever 11 both ends. Wear to be equipped with second dead lever 21 in the second wall body 2, second dead lever 21 level sets up, and guard plate 5 that is located on second wall body 2 is extended at second dead lever 21 both ends, and second dead lever 21 and guard plate 5 fixed connection.
Referring to fig. 1 and 2, a connecting assembly 6 is disposed between the first fixing rod 11 and the second fixing rod 21, the connecting assembly 6 includes a positioning rod 61, a fixing plate 62 and a third spring 63, the positioning rod 61 is inserted into the adjacent first fixing rod 11 and the adjacent second fixing rod 21, and the positioning rod 61 is slidably engaged with the first fixing rod 11 and the second fixing rod 21. The number of the positioning rods 61 is four, and the four positioning rods 61 are uniformly arranged on two sides of the first wall 1. The fixing disc 62 is sleeved on the positioning rod 61, the fixing disc 62 is in threaded fit with the positioning rod 61, two fixing discs 62 are arranged, one fixing disc 62 is arranged at one end of the positioning rod 61, and the other fixing disc 62 is arranged at the other end of the positioning rod 61. The third spring 63 is fixedly connected to the end surface of the fixing plate 62 facing the first fixing rod 11, and the positioning rod 61 is sleeved with the third spring 63. When earthquake disaster happens, the distance between the first wall body 1 and the second wall body 2 is changed, so that the distance between the first fixing rod 11 and the second fixing rod 21 is driven to change, when the first fixing rod 11 and the second fixing rod 21 are far away from each other, an operator can convert earthquake energy into elastic potential energy of the third spring 63, the earthquake resistance of the wall body is further improved, and the arrangement of the connecting assembly 6 facilitates the operator to control the distance between the first steel plate 31 and the second steel plate 32.
The implementation principle of this application embodiment wall body antidetonation strengthening mechanism is built in room: the first positioning plate 311 and the second positioning plate 321 are arranged to reinforce the first steel plate 31 and the second steel plate 32, and the protection plate 5 is arranged to prevent the first wall 1 and the second wall 2 from being broken. When earthquake disasters occur, the first wall body 1 and the second wall body 2 shake, the distance between the first wall body 1 and the second wall body 2 constantly changes slightly, and the arrangement of the first spring 332 is favorable for rotating the vibration energy of earthquake waves into elastic potential energy, so that the earthquake resistance of the first wall body 1 and the second wall body 2 is improved. The sliding assembly consumes a part of seismic energy by using the friction force between the sliding groove 43 and the sliding block 42, and the second spring 422 is arranged to convert the other part of seismic energy into the elastic potential energy of the second spring 422, so that the seismic performance of the wall body is improved.
The distance between first wall body 1 and the second wall body 2 changes to drive the distance between first dead lever 11 and the second dead lever 21 and change, when first dead lever 11 and second dead lever 21 kept away from each other, operating personnel can convert seismic energy into the elastic potential energy of third spring 63, further improves the anti-seismic performance of wall body, and coupling assembling 6's setting makes things convenient for operating personnel to control the distance between first steel sheet 31 and the second steel sheet 32.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a wall body antidetonation strengthening mechanism is built in room which characterized in that: including vertical first wall body (1), second wall body (2) that sets up and set up in antidetonation subassembly (3) between first wall body (1), second wall body (2), antidetonation subassembly (3) including be fixed in first steel sheet (31) on first wall body (1), second steel sheet (32) on fixed connection second wall body (2) and set up in elastic component (33) between first steel sheet (31), second steel sheet (32), elastic component (33) including fixed connection in telescopic link (331) between first steel sheet (31), second steel sheet (32) and cover are located first spring (332) on telescopic link (331).
2. The anti-seismic reinforcing mechanism for the building wall body according to claim 1, wherein: first steel sheet (31) with be provided with between second steel sheet (32) buffering subassembly (4), buffering subassembly (4) including set up in connecting piece (41) between first steel sheet (31), second steel sheet (32) and articulate in sliding block (42) at connecting piece (41) both ends, one side sliding block (42) with first steel sheet (31) cooperation of sliding, the opposite side sliding block (42) with second steel sheet (32) cooperation of sliding.
3. The anti-seismic reinforcing mechanism for the building wall body according to claim 2, wherein: all seted up on first steel sheet (31), second steel sheet (32) be used for with sliding block (42) complex sliding tray (43) that slides, fixedly connected with fixture block (421) on sliding block (42), seted up on the inside wall of sliding tray (43) be used for with fixture block (421) complex draw-in groove (431) that slides.
4. The anti-seismic reinforcing mechanism for the building wall body according to claim 3, wherein: and a second spring (422) is fixedly connected to the sliding block (42), and one end, far away from the sliding block (42), of the second spring (422) is fixedly connected with the inner end face of the sliding groove (43).
5. The anti-seismic reinforcing mechanism for the building wall body according to claim 1, wherein: and the side surfaces of the first steel plate (31) and the second steel plate (32) which are far away from each other are fixedly connected with an elastic plate (34).
6. The anti-seismic reinforcing mechanism for the building wall body according to claim 1, wherein: keep away from first steel sheet (31) first locating plate (311) of fixedly connected with on the surface of second steel sheet (32), first locating plate (311) extend to in first wall body (1), second steel sheet (32) are kept away from fixedly connected with second locating plate (321) on the side of first steel sheet (31), second locating plate (321) extend to in second wall body (2).
7. The anti-seismic reinforcing mechanism for the building wall body according to claim 1, wherein: protection plates (5) are fixedly connected to two sides of the first wall body (1) and the second wall body (2), a first fixing rod (11) penetrates through the first wall body (1), and the first fixing rod (11) is fixedly connected with the protection plates (5) on the first wall body (1); a second fixing rod (21) penetrates through the second wall body (2), and the second fixing rod (21) is fixedly connected with a protection plate (5) on the second wall body (2).
8. The anti-seismic reinforcing mechanism for the building wall body according to claim 7, wherein: adjacent be provided with coupling assembling (6) between first dead lever (11), second dead lever (21), coupling assembling (6) including slide and wear to locate locating lever (61), the cover of first dead lever (11), second dead lever (21) are located fixed disk (62) and the fixed connection in the third spring (63) on fixed disk (62) at locating lever (61) both ends, fixed disk (62) with locating lever (61) screw-thread fit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121815329.5U CN215630820U (en) | 2021-08-05 | 2021-08-05 | Anti-seismic reinforcing mechanism for building wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121815329.5U CN215630820U (en) | 2021-08-05 | 2021-08-05 | Anti-seismic reinforcing mechanism for building wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215630820U true CN215630820U (en) | 2022-01-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121815329.5U Active CN215630820U (en) | 2021-08-05 | 2021-08-05 | Anti-seismic reinforcing mechanism for building wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215630820U (en) |
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2021
- 2021-08-05 CN CN202121815329.5U patent/CN215630820U/en active Active
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