CN216142453U - Masonry wall reinforced structure that combats earthquake - Google Patents
Masonry wall reinforced structure that combats earthquake Download PDFInfo
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- CN216142453U CN216142453U CN202122144394.6U CN202122144394U CN216142453U CN 216142453 U CN216142453 U CN 216142453U CN 202122144394 U CN202122144394 U CN 202122144394U CN 216142453 U CN216142453 U CN 216142453U
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Abstract
The utility model discloses a masonry wall anti-seismic reinforcing structure which comprises a plurality of first strip plates extending vertically, a plurality of second strip plates extending transversely and a plurality of inclined supporting rods, wherein the first strip plates are provided with through holes, the second strip plates are arranged in the through holes in a penetrating manner to connect the plurality of first strip plates, the inclined supporting rods are arranged at intervals along the extending direction of the second strip plates, one ends of the inclined supporting rods are fixedly connected with the second strip plates, the other ends of the inclined supporting rods are connected with reinforcing plates fixedly connected with the ground, and the second strip plates are arranged in the first strip plates in a penetrating manner, so that the first strip plates and the second strip plates form meshed protective frames at two sides of a wall body, and the wall body is integrally surrounded; when the earthquake takes place, first rectangular board and the long board of second can form in the both sides of wall body and block under the support of bearing diagonal pole, and then prevent that the wall body from rocking the range too big and leading to it to empty and collapse.
Description
Technical Field
The utility model relates to the technical field of wall body earthquake resistance, in particular to an earthquake-resistant reinforcing structure for a masonry wall.
Background
At present, in vast villages and towns in China, building structures mostly use masonry walls as bearing walls of buildings, the bearing walls are walls for supporting the weight of upper floors, according to data, most destructive earthquakes in China occur in county-level cities and rural areas, when an earthquake occurs, the walls can shake back and forth under the influence of transverse earthquake waves, and the masonry walls are easy to damage and collapse due to small deformation capacity, and casualties are finally caused.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems, the utility model provides a masonry wall anti-seismic reinforcing structure, which aims to solve the problem that the masonry wall in the prior art is poor in anti-seismic capacity.
In order to achieve the purpose, the technical scheme of the masonry wall earthquake-resistant reinforcing structure provided by the utility model is as follows: including many first rectangular board, many second rectangular board and many bearing diagonal poles along horizontal extension of vertical extension of edge, the perforation has been seted up on the first rectangular board, the second rectangular board is worn to locate with many in the perforation first rectangular board is connected, the bearing diagonal pole is followed the extending direction interval of second rectangular board sets up, just the one end of bearing diagonal pole with second rectangular board fixed connection, the other end is connected with and is used for the gusset plate with ground fixed connection.
Has the advantages that: the second strip plate penetrates through the first strip plate, so that the first strip plate and the second strip plate form meshed protective frames at two sides of the wall body, and the wall body is integrally surrounded; when the earthquake takes place, first rectangular board and the long board of second can form in the both sides of wall body and block under the support of bearing diagonal pole, and then prevent that the wall body from rocking the range too big and leading to it to empty and collapse.
Further, first rectangular board is formed by many first connecting plates concatenation in proper order, it sets up to perforate on the first connecting plate, the one end of first connecting plate is provided with first inserted column, first slot has been seted up to the other end of first connecting plate, first slot with perforate mutually noninterfere, it is adjacent pass through between the first connecting plate first inserted column with first slot plug-in connection, first through-hole has been seted up on the first inserted column, set up on two relative cell walls of first slot with the second through-hole of first through-hole adaptation, expansion bolts passes first through-hole with the second through-hole will first connecting plate fixed connection is in the wall body.
Has the advantages that: when the first strip plate needs to be installed, expansion bolt holes are formed in the wall in advance according to the connecting positions of the first connecting plates, the first connecting plates are tightly attached to the wall, one ends of the first connecting plates are embedded in the ground in advance, and the ends, provided with the first slots, of the first connecting plates face upwards; then inserting a first inserting column of another first connecting plate into a first inserting groove of the first connecting plate, aligning the first through hole and the second through hole front and back, finally, penetrating an expansion bolt through the first through hole and the second through hole and installing the expansion bolt into an expansion bolt hole on a wall body, further completing the connection between the first connecting plate and between the first connecting plate and the wall body, and then continuously installing the first connecting plate according to the steps until the length of the first long strip plate meets the requirement; the first long strip plate is arranged into a splicing structure, so that the first long strip plate is convenient to transport and transport on one hand, and can adapt to walls with different heights on the other hand, and further the practicability of the utility model is improved.
Furthermore, the second rectangular board is formed by splicing a plurality of second connecting plates in sequence, the inclined supporting rod is fixedly connected to the second connecting plate, a second inserting column is arranged at one end of the second connecting plate, a second slot is formed in the other end of the second connecting plate, the second connecting plate is adjacent to the second connecting plate, the second inserting column is connected with the second slot in an inserting mode, a groove is formed in the outer peripheral face of the second inserting column, a clamping block which is perpendicular to the extending direction of the second inserting column in a sliding mode is connected in the groove in a sliding mode, a spring is arranged between the clamping block and the groove bottom of the groove, a clamping groove for inserting the clamping block is formed in the groove wall of the second slot, and when the second inserting column is inserted into the second slot, one part of the clamping block is inserted into the structure in the clamping groove.
Has the advantages that: when the second strip plate needs to be installed, the second inserting column of one of the second connecting plates is inserted into the second slot of the other second connecting plate, and the clamping block is pressed into the groove during insertion, so that the second inserting column cannot be blocked from entering the second slot; when the second inserting column is inserted into the second slot, the clamping block is loosened, and at the moment, the slot wall of the second slot can block the clamping block, so that the clamping block cannot be ejected outwards; when the second inserting column moves to the position where the clamping block is aligned with the clamping groove, the clamping block can be bounced into the clamping groove under the action of the restoring force of the spring, and the second inserting column cannot be pulled out of the second slot at the moment, so that the connection between the two second connecting plates is completed; after the second strip plate is integrally connected, the second strip plate is inserted into the through hole in the first strip plate and welded, and then the first strip plate and the second strip plate are connected; the second long strip plate is arranged into a splicing structure, so that the second long strip plate can adapt to walls with different widths, the splicing is convenient, electric welding is not needed, and the practicability of the utility model is further improved.
Further, the bottom surface fixedly connected with fixed column of gusset plate, the fixed column is pre-buried in ground, and adjacent two be provided with the stiffener between the fixed column, the bottom surface fixedly connected with locating part of obconic of fixed column.
Has the advantages that: the limiting piece is arranged on the bottom surface of the fixing column, so that concrete can be filled in a space formed by the fixing plate and the limiting piece, and the firmness and stability of the fixing plate in the ground are enhanced; through setting up the stiffener between two fixed columns, when one of them fixed column received external force, because the existence of stiffener for the fixed column of atress receives the control of another fixed column and can't remove easily, has further strengthened the fastness of gusset plate in ground.
Further, the first strip plate and the second strip plate are both square column-shaped rods.
Has the advantages that: the structure through the square column shape makes first connecting plate and second connecting plate can laminate with the wall body mutually better, and then increases the protective capacities of first rectangular board and the rectangular board of second.
Drawings
FIG. 1 is a schematic view of the overall structure of an earthquake-resistant masonry wall reinforcement structure according to the present invention;
FIG. 2 is a schematic view of the connection of the first strip plate of the seismic strengthening masonry wall structure of the present invention;
FIG. 3 is a cross-sectional view of a second slat of an earthquake-resistant masonry wall reinforcement structure of the present invention.
In the figure: 1. a first diagonal support bar; 2. a second diagonal bracing bar; 3. a reinforcing plate; 4. fixing a column; 5. a reinforcing bar; 6. a limiting member; 7. a first connecting plate; 8. perforating; 9. a first insert post; 10. a first through hole; 11. a second through hole; 12. an expansion bolt; 13. a second connecting plate; 14. a second insert post; 15. a clamping block; 16. a spring; 17. a wall body.
Detailed Description
Embodiments of the present invention will be further described with reference to the accompanying drawings, wherein the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," "outer," and the like refer to orientations and positional relationships that are based on the orientation shown in the drawings, are used for convenience in describing the utility model and to simplify the description, but do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the utility model.
As shown in fig. 1, an earthquake-resistant reinforced structure of masonry wall comprises a plurality of first strip plates which are connected to two sides of a wall body 17 and extend vertically, a plurality of second strip plates which extend horizontally are arranged between the first strip plates which are positioned on the same side in a penetrating manner, and the first strip plates and the second strip plates are both square columns; second rectangular board is along its extending direction interval fixedly connected with multiunit bearing diagonal pole, it is concrete, every group bearing diagonal pole includes first bearing diagonal pole 1 and second bearing diagonal pole 2, the top fixed connection of first bearing diagonal pole 1 is on the second rectangular board that is close to wall body 17 top, the top fixed connection of second bearing diagonal pole 2 is on the second rectangular board that is close to wall body 17 bottom, the equal fixed connection in bottom of first bearing diagonal pole 1 and second bearing diagonal pole 2 is on gusset plate 3, gusset plate 3's bottom surface fixedly connected with fixed column 4, fixed column 4 is pre-buried in ground, be provided with stiffener 5 between two adjacent fixed columns 4, the bottom surface fixedly connected with of fixed column 4 is the locating part 6 of the obconic.
The second strip plate penetrates through the first strip plate, so that the first strip plate and the second strip plate form a net-shaped protective frame on two sides of the wall body 17, and the wall body 17 is integrally surrounded; when the earthquake takes place, first rectangular board and second rectangular board can form in the both sides of wall body 17 and block under the support of first bearing diagonal 1 and second bearing diagonal 2, and then prevent that wall body 17 from rocking amplitude too big and leading to it to empty and collapse.
As shown in fig. 2, in the present embodiment, the first strip plate is formed by sequentially splicing a plurality of first connecting plates 7, and the first connecting plates 7 are provided with through holes 8 for the second strip plate to pass through; specifically, two through holes 8 are formed in the first connecting plate 7, a first inserting column 9 is arranged at the bottom end of the first connecting plate 7, a first inserting groove with an opening facing is formed in the top end of the first connecting plate 7, the first inserting groove and the through holes 8 are not interfered with each other, and adjacent first connecting plates 7 are connected with the first inserting groove through the first inserting column 9 in an inserting mode; first through-hole 10 that extends along the fore-and-aft direction is seted up on the first post 9 of inserting, set up on the preceding cell wall of first slot and the back cell wall with the second through-hole 11 of first through-hole 10 adaptation, wear to be equipped with expansion bolts 12 in the second through-hole 11, expansion bolts 12 passes first through-hole 10 and second through-hole 11 with first connecting plate 7 fixed connection on wall body 17.
When the first strip plate needs to be installed, firstly, an expansion bolt 12 hole is formed in a wall body 17 according to the connecting position between the first connecting plates 7, the first connecting plates 7 are tightly attached to the wall body 17, and one ends of the first connecting plates 7 are pre-buried in the ground, so that the ends, provided with the first slots, of the first connecting plates 7 face upwards; then, the first inserting column 9 of another first connecting plate 7 is inserted into the first inserting groove of the first connecting plate 7, the first through hole 10 and the second through hole 11 are aligned front and back, finally, the expansion bolt 12 passes through the first through hole 10 and the second through hole 11 and is installed in the expansion bolt 12 hole on the wall body 17, and then the connection between the first connecting plate 7 and between the first connecting plate 7 and the wall body 17 is completed, and then the first connecting plate 7 is continuously installed according to the steps until the length of the first long strip plate meets the requirement.
As shown in fig. 3, referring to the orientation in fig. 3, in this embodiment, the second strip plate is formed by sequentially splicing a plurality of second connecting plates 13, and the top ends of the second diagonal support rods 2 of the first diagonal support rods 1 are fixedly connected to the second connecting plates 13; specifically, a second inserting column 14 is arranged at the left end of the second connecting plate 13, a second slot is formed in the right end of the second connecting plate 13, adjacent second connecting plates 13 are connected with the second slot through the second inserting column 14 in an inserting manner, two grooves opposite in position are formed in the outer peripheral surface of the second inserting column 14, a fixture block 15 is connected in each groove in a sliding manner, the fixture block 15 slides in the groove along the extending direction perpendicular to the second inserting column 14, a spring 16 is arranged between the fixture block 15 and the bottom of the groove, and when the spring 16 is in a natural state, part of the structure of the fixture block 15 is exposed to the external environment; the cell wall of second slot is seted up and is supplied fixture block 15 male draw-in groove, and the horizontal distance between the left cell wall of second slot and the draw-in groove left cell wall equals the horizontal distance between the left surface of second plunger 14 and the fixture block 15 left surface, when the left surface of second plunger 14 contacted with the left cell wall of second slot promptly, fixture block 15 just can be gone into to the draw-in groove.
When the second strip plate needs to be installed, the second inserting column 14 of one of the second connecting plates 13 is inserted into the second slot of the other second connecting plate 13, and the clamping block 15 is pressed into the groove during insertion, so that the second inserting column 14 cannot be blocked from entering the second slot; when the second plug 14 is inserted into the second slot, the clamping block 15 is released, and at this time, the slot wall of the second slot forms a stop for the clamping block 15, so that the clamping block 15 cannot be ejected outwards; when the second plug post 14 moves to the position where the fixture block 15 is aligned with the slot, the fixture block 15 will be bounced into the slot under the action of the restoring force of the spring 16, and at this time, the second plug post 14 cannot be pulled out from the second slot, so that the connection between the two second connecting plates 13 is completed; and after the second strip plate is integrally connected, the second strip plate is inserted into the through hole in the first strip plate and welded, and then the first strip plate and the second strip plate are connected.
In the above embodiments, the first strip plate is formed by sequentially splicing a plurality of first connecting plates, and the second strip plate is formed by sequentially splicing a plurality of second connecting plates.
In the above embodiments, the first strip plate and the second strip plate are both square-cylindrical in shape, and in other embodiments, the first strip plate and the second strip plate may also be cylindrical in shape.
In the above embodiments, two grooves are formed on the outer circumferential surface of the second inserting column, and in other embodiments, only one groove may be formed on the outer circumferential surface of the second inserting column.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. The utility model provides a brickwork wall antidetonation reinforced structure which characterized in that: including many first rectangular board, many second rectangular board and many bearing diagonal poles along horizontal extension of vertical extension of edge, the perforation has been seted up on the first rectangular board, the second rectangular board is worn to locate with many in the perforation first rectangular board is connected, the bearing diagonal pole is followed the extending direction interval of second rectangular board sets up, just the one end of bearing diagonal pole with second rectangular board fixed connection, the other end is connected with and is used for the gusset plate with ground fixed connection.
2. The masonry wall earthquake-resistant reinforcement structure of claim 1, wherein: first rectangular board is formed by many first connecting plates concatenation in proper order, it sets up to perforate on the first connecting plate, the one end of first connecting plate is provided with first inserted column, first slot has been seted up to the other end of first connecting plate, first slot with perforate mutually noninterfere, it is adjacent pass through between the first connecting plate first inserted column with first slot plug connection, first through-hole has been seted up on the first inserted column, set up on two relative cell walls of first slot with the second through-hole of first through-hole adaptation, expansion bolts passes first through-hole with the second through-hole will first connecting plate fixed connection is in the wall body.
3. The masonry wall earthquake-resistant reinforcement structure of claim 1, wherein: the second rectangular board is formed by splicing a plurality of second connecting plates in sequence, the diagonal bracing piece is fixedly connected to the second connecting plate, one end of the second connecting plate is provided with a second inserting column, a second slot is formed in the other end of the second connecting plate, the second connecting plate is adjacent to the second connecting plate, the second inserting column is connected with the second slot in an inserting mode, a groove is formed in the outer peripheral face of the second inserting column, a clamping block which is perpendicular to the extending direction of the second inserting column is connected in the groove in a sliding mode, a spring is arranged between the clamping block and the bottom of the groove, a clamping groove for inserting the clamping block is formed in the groove wall of the second slot, and the second inserting column is inserted into the second slot.
4. A masonry wall seismic reinforcement structure according to claim 2 or 3, wherein: the bottom surface fixedly connected with fixed column of gusset plate, the fixed column is pre-buried in ground, and adjacent two be provided with the stiffener between the fixed column, the bottom surface fixedly connected with locating part of obconic of fixed column.
5. The masonry wall earthquake-resistant reinforcement structure according to claim 4, characterized in that: the first strip plate and the second strip plate are both square column-shaped rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122144394.6U CN216142453U (en) | 2021-09-07 | 2021-09-07 | Masonry wall reinforced structure that combats earthquake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122144394.6U CN216142453U (en) | 2021-09-07 | 2021-09-07 | Masonry wall reinforced structure that combats earthquake |
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| Publication Number | Publication Date |
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| CN216142453U true CN216142453U (en) | 2022-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122144394.6U Active CN216142453U (en) | 2021-09-07 | 2021-09-07 | Masonry wall reinforced structure that combats earthquake |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114776072A (en) * | 2022-05-06 | 2022-07-22 | 广西科技大学 | Device and method for reinforcing reconstructed outer wall of historical building |
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2021
- 2021-09-07 CN CN202122144394.6U patent/CN216142453U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114776072A (en) * | 2022-05-06 | 2022-07-22 | 广西科技大学 | Device and method for reinforcing reconstructed outer wall of historical building |
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