CN218028302U - Archaize building blue brick and wall connection system - Google Patents
Archaize building blue brick and wall connection system Download PDFInfo
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- CN218028302U CN218028302U CN202221916934.6U CN202221916934U CN218028302U CN 218028302 U CN218028302 U CN 218028302U CN 202221916934 U CN202221916934 U CN 202221916934U CN 218028302 U CN218028302 U CN 218028302U
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Abstract
The application discloses archaize building green brick and wall connection system, including bottom connecting piece and top connecting piece, the both ends of bottom connecting piece and top connecting piece are equallyd divide do not with shear force wall, brickwork wall fixed connection, are provided with a plurality of first intermediate junction spare and a plurality of second intermediate junction spare between bottom connecting piece and the top connecting piece, leave the crack between shear force wall and the brickwork wall, are provided with vertical connecting piece in the crack. Through adopting above-mentioned technical scheme, the bottom connecting piece is used for the bottom fixed connection with the bottom of shear force wall and brickwork wall, the top connecting piece is used for connecting the top of shear force wall and the top of brickwork wall, a plurality of first intermediate junction spare and a plurality of second intermediate junction spare are used for connecting the mid portion of shear force wall and brickwork wall, the connection between shear force wall and the brickwork wall is further consolidated to vertical connecting piece, set up the connecting piece through the layering, it is fixed with other connecting pieces to reuse vertical connecting piece connection, make shear force wall and brickwork wall have higher joint strength.
Description
Technical Field
The application relates to the technical field of wall construction, in particular to a green brick and wall connection system for an antique building.
Background
In the wall body decoration construction of construction engineering, set up the brickwork wall that forms by the pile of archaize building blue or green brick outside the shear force wall, not only pleasing to the eye but also bearing effect is good, and the shear force wall often uses concrete and reinforcing bar to carry out fixed connection with the brickwork wall that forms by the pile of archaize building blue or green brick, and this kind of connected mode has the not high problem of joint strength, provides an archaize building blue or green brick and wall connection system now.
SUMMERY OF THE UTILITY MODEL
In order to improve the joint strength between shear force wall and the brickwork wall, this application provides a archaize building blue brick and wall connection system.
The application provides an archaize building blue brick and wall connection system adopts following technical scheme:
the utility model provides an archaize building green brick and wall connection system, includes bottom connecting piece and top connecting piece, the bottom connecting piece with the both ends of top connecting piece are equallyd divide do not with shear force wall, brickwork wall fixed connection, the bottom connecting piece with be provided with a plurality of first intermediate junction spare and a plurality of second intermediate junction spare between the top connecting piece, a plurality of first intermediate junction spare and a plurality of second intermediate junction spare's both ends are equallyd divide do not with shear force wall, brickwork wall fixed connection, leave the crack between shear force wall and the brickwork wall, be provided with vertical connecting piece in the crack.
Through adopting above-mentioned technical scheme, the bottom connecting piece is used for the bottom fixed connection with the bottom of shear force wall and brickwork wall, the top connecting piece is used for connecting the top of fixed shear force wall and the top of brickwork wall, a plurality of first intermediate junction spare and a plurality of second intermediate junction spare are used for connecting the mid portion of shear force wall and brickwork wall, vertical connecting piece further consolidates the connection between shear force wall and the brickwork wall, set up the connecting piece through the layering, it is fixed with other connecting pieces to reuse vertical connecting piece connection, make shear force wall and brickwork wall have higher joint strength.
Optionally, the bottom connecting piece includes T type sign indicating number and first angle steel, the one end and the shear force wall fixed connection of first angle steel, the other end extend to in the crack, the brickwork wall is arranged in to the one end of T type sign indicating number, the other end and first angle steel fixed connection.
Through adopting above-mentioned technical scheme, be fixed in the shear force wall with first angle steel, first angle steel is used for supporting fixed T type sign indicating number, and the brickwork wall is arranged in to T type sign indicating number part, can realize with shear force wall and brickwork wall fixed connection.
Optionally, the T type sign indicating number includes head steel sheet and binding steel board, the head steel sheet with binding steel board fixed connection, the brickwork wall is arranged in to the head steel sheet, binding steel board is kept away from the one end and the first angle steel fixed connection of head steel sheet.
Through adopting above-mentioned technical scheme, arrange the head steel sheet in the brickwork wall, can effectively increase the area of contact of T type sign indicating number and brickwork wall, the connecting piece is used for being connected fixedly with first angle steel for connection structure is more firm.
Optionally, first intermediate junction spare includes second angle steel and horizontal round bar, in the brickwork wall was arranged in to horizontal round bar level, the one end and the shear force wall fixed connection of second angle steel, the other end extend to in the brickwork wall and with horizontal round bar fixed connection.
By adopting the technical scheme, the transverse round bars are horizontally arranged in the masonry wall, the integrity of the masonry wall can be improved, one end of the second angle steel is fixed on the shear wall, the other end of the second angle steel extends into the masonry wall, the connection strength of the shear wall and the masonry wall is effectively improved, the transverse round bars are fixedly connected with the second angle steel, and the connection strength of the whole masonry wall and the shear wall can be effectively improved.
Optionally, the second intermediate connecting member includes a fixing bolt and a third angle steel, one end of the third angle steel is fixedly connected with the shear wall by using the fixing bolt, and the other end of the third angle steel is placed in the crack.
Through adopting above-mentioned technical scheme, the third angle steel is used for providing fixed position for vertical reinforcement, improves the joint strength of vertical reinforcement and shear force wall.
Optionally, the top connecting piece includes fourth angle steel and L shaped steel board, the one end and the shear force wall fixed connection of fourth angle steel, the other end extend to in the crack, the one end of L shaped steel board is located in the brickwork wall, the other end extend to in the crack and with fourth angle steel fixed connection.
Through adopting above-mentioned technical scheme, the fourth angle steel is used for connecting fixed L shaped steel board, and L shaped steel board passes through fourth angle steel and shear force wall fixed connection, and the brickwork wall is arranged in to the L shaped steel board other end, can improve the joint strength on the top of shear force wall and the top of brickwork wall effectively.
Optionally, the vertical connecting piece includes vertical reinforcing bar and a plurality of pulling force reinforcing bar, the vertical setting of vertical reinforcing bar just passes in proper order fourth angle steel, third angle steel, second angle steel and first angle steel, the horizontal interval distribution of pulling force reinforcing bar, the horizontal one end of pulling force reinforcing bar with vertical reinforcing bar fixed connection, the other end is arranged in the brickwork joint of archaize building blue or green brick.
Through adopting above-mentioned technical scheme, vertical reinforcing bar is arranged in connecting each connecting piece, uses the pulling force reinforcing bar to arrange the brickwork wall in simultaneously for the monolithic connectivity of shear force wall and brickwork wall is more firm.
Optionally, the crack is filled with cement and sand.
Through adopting above-mentioned technical scheme, the mortar and sand are used for auxiliary connection shear force wall and brickwork wall on the one hand, and on the other hand is used for supporting first angle steel, second angle steel, third angle steel and fourth angle steel.
In summary, the present application has the following beneficial effects: bottom at shear force wall and brickwork wall, the mid portion, the top all is provided with horizontal connecting piece, improve the joint strength of shear force wall and brickwork wall, use vertical connecting piece to lead to long setting in the crack and with other connecting piece fixed connection along vertical direction, can improve holistic joint strength, this kind of design is simple structure not only, firm in connection moreover, filling clay and grit in the crack not only can play the connection effect, but also can be to first angle steel, the second angle steel, the third angle steel, the fourth angle steel plays the supporting role.
Drawings
FIG. 1 is a schematic structural diagram of a connection system of a green brick and a wall body of an archaized building.
FIG. 2 is a side view of the system for connecting the antique building black bricks and the wall.
Fig. 3 is an enlarged view of a portion a in fig. 2.
Fig. 4 is a schematic view of the structure of the bottom connector.
Fig. 5 is an enlarged view of a portion B in fig. 2.
Fig. 6 is an enlarged view of a portion C in fig. 2.
Fig. 7 is an enlarged view of a portion D in fig. 2.
Description of reference numerals:
1. masonry walls; 2. a shear wall; 3. a bottom connector; 31. a T-type code; 32. a steel gasket; 33. a first angle steel; 331. a head steel plate; 332. connecting steel plates; 4. a first intermediate connector; 41. transverse round ribs; 42. a second angle steel; 5. a second intermediate connector; 51. fixing the bolt; 52. a third angle steel; 6. a top connector; 61. a fourth angle steel; 62. an L-shaped steel plate; 7. a vertical connecting member; 71. vertical reinforcing steel bars; 72. a tension bar; 8. and (6) crack filling.
Detailed Description
The present application is described in further detail below with reference to figures 1-7.
The embodiment of the application discloses archaize building blue brick and wall connection system, refer to fig. 1-2, including bottom connecting piece 3 and top connecting piece 6, leave crack 8 between shear force wall 2 and the brickwork wall 1, brickwork wall 1 is mainly piled up by archaize building blue brick and forms, bottom connecting piece 3 is located the one end that is close to ground in crack 8, top connecting piece 6 is located the one end of keeping away from ground in crack 8, bottom connecting piece 3 and top connecting piece 6's both ends are equallyd divide respectively with shear force wall 2, brickwork wall 1 fixed connection, be provided with a plurality of first intermediate junction spare 4 between bottom connecting piece 3 and the top connecting piece 6, a plurality of first intermediate junction spare 4 are along vertical direction interval distribution, be provided with two second intermediate junction spare 5 between every two adjacent first intermediate junction spare 4, first intermediate junction spare 4 and second intermediate junction spare 5 all arrange in crack 8 and both ends are equallyd divide respectively with shear force wall 2, brickwork wall 1 fixed connection, be provided with vertical connecting piece 7 in crack 8 along shear force wall 2 direction of height.
Referring to fig. 3-4, the bottom connection member 3 includes a T-shaped brace 31 and a first angle steel 33, one end of the T-shaped brace 31 is disposed at one end of the masonry wall 1 close to the ground, the other end of the T-shaped brace extends into the crack 8, one end of the first angle steel 33 is fixedly connected with the shear wall 2 through an expansion bolt, the other end of the first angle steel 33 extends into the crack 8 and is fixedly connected with the T-shaped brace 31 through a hexagon bolt, a steel gasket 32 is disposed between a nut of the hexagon bolt and the T-shaped brace 31, the connection strength between the shear wall 2 and the masonry wall 1 can be enhanced through the T-shaped brace 31, the occurrence of deformation of the T-shaped brace 31 due to external force can be effectively reduced through the steel gasket 32 disposed between the nut of the hexagon bolt and the T-shaped brace 31, the contact area between the hexagon bolt and the T-shaped brace 31 is increased, and the connection is more stable.
Referring to fig. 3-4, the T-shaped bracket 31 includes a head steel plate 331 and a connecting steel plate 332, the head steel plate 331 is embedded in the masonry wall 1, and the length direction of the head steel plate 331 is the same as the length direction of the antique building black bricks, one end of the connecting steel plate 332 extends into the masonry wall 1 along the brick joints of the antique building black bricks and is fixedly connected with the middle portion of the head steel plate 331, and the other end of the connecting steel plate 332 is close to the first angle steel 33, so that the contact area between the T-shaped bracket 31 and the masonry wall 1 can be increased by using the head steel plate 331, and the connection stability is enhanced.
Referring to fig. 5, first intermediate junction spare 4 includes second angle steel 42 and horizontal round bar 41, the size of second angle steel 42 is greater than the size of first angle steel 33, the one end of second angle steel 42 uses expansion bolts fixed connection with shear force wall 2, the other end extends to in the brickwork wall 1, horizontal round bar 41 is arranged in brickwork wall 1 along the horizontal full length of brickwork joint of upper and lower two-layer archaize building blue brick, horizontal round bar 41 welds with second angle steel 42, horizontal round bar 41 is used for improving the bulk joint strength of brickwork wall 1.
Referring to fig. 6, the second intermediate connecting member 5 includes a fixing bolt 51 and a third angle steel 52, one end of the third angle steel 52 is fixedly connected with the shear wall 2 by using the fixing bolt 51, the other end of the third angle steel is disposed in the crack 8, a screw rod of the fixing bolt 51 penetrates through the thickness of the shear wall 2 along the horizontal direction, nuts are disposed at two ends of the screw rod of the fixing bolt 51, and the fixing of the third angle steel 52 by using the fixing bolt 51 can improve the stability of the connection between the third angle steel 52 and the shear wall 2.
Referring to fig. 7, top connecting piece 6 includes fourth angle steel 61 and L shaped steel board 62, and the one end and the shear force wall 2 of fourth angle steel 61 use expansion bolts fixed connection, and during the other end extended to crack 8, the one end of the minor face of L shaped steel board 62 was along the brickwork joint embedding brickwork wall 1 of upper and lower two-layer archaize building blue brick, and on fourth angle steel 61 was arranged in to the other end, fourth angle steel 61 used screw rod fixed connection with L shaped steel board 62.
Referring to fig. 3, the vertical connector 7 includes a vertical steel bar 71 and a plurality of tension steel bars 72, the vertical steel bar 71 is disposed in the crack 8 along the vertical direction, the vertical steel bar 71 sequentially passes through the fourth angle steel 61, the third angle steel 52, the second angle steel 42 and the first angle steel 33, the vertical steel bar 71 is welded to the fourth angle steel 61, the third angle steel 52, the second angle steel 42 and the first angle steel 33, two ends of the vertical steel bar 71 are bent toward the masonry wall 1, the plurality of tension steel bars 72 are uniformly distributed along the length direction of the vertical steel bar 71, one ends of the tension steel bars 72 are bent and wound on the vertical steel bar 71, the other ends of the tension steel bars 72 extend into the masonry wall 1 and are horizontally bent, the vertical steel bar 71 is used for connecting and fixing the tension steel bars 72, the tension steel bars 72 are used for connecting the masonry wall 1, and the end portions of the tension steel bars 72 are bent to increase the contact area between the tension steel bars 72 and the masonry wall 1.
Referring to fig. 2, the gaps 8 are filled with cement and sand layer by layer according to the first angle steel 33, the second angle steel 42, the third angle steel 52 and the fourth angle steel 61, so that the connection stability of the masonry wall 1 and the shear wall 2 is improved, and the first angle steel 33, the second angle steel 42, the third angle steel 52 and the fourth angle steel 61 are supported.
The application provides a theory of operation of archaize building blue brick and wall connection system as follows: referring to fig. 1-7, a first angle steel 33, a second angle steel 42, a third angle steel 52 and a fourth angle steel 61 are fixed on a shear wall 2, a vertical steel bar 71 sequentially penetrates through the fourth angle steel 61, the third angle steel 52, the second angle steel 42 and the first angle steel 33, the vertical steel bar 71 is respectively welded with the fourth angle steel 61, the third angle steel 52, the second angle steel 42 and the first angle steel 33, a plurality of tension steel bars 72 are arranged on the vertical steel bar 71, one ends of the tension steel bars 72 are wound on the vertical steel bar 71 in a curling manner, the other ends of the tension steel bars are bent, an antique building grey brick is piled to be flush with the first angle steel 33, cement and sand are filled in a crack 8, the tension steel bars 72 are placed on the antique building grey brick in the piling process, then the antique building grey brick is continuously piled, and the processes are repeated until a masonry wall 1 is completed.
The above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the spirit and scope of the embodiments of the present invention, and are intended to be included within the scope of the present invention.
Claims (7)
1. The utility model provides a archaize building blue brick and wall connection system which characterized in that: including bottom connecting piece (3) and top connecting piece (6), bottom connecting piece (3) with the both ends of top connecting piece (6) are equallyd divide do not with shear force wall (2), brickwork wall (1) fixed connection, bottom connecting piece (3) with be provided with a plurality of first intermediate junction spare (4) and a plurality of second intermediate junction spare (5) between top connecting piece (6), the both ends of a plurality of first intermediate junction spare (4) and a plurality of second intermediate junction spare (5) are equallyd divide do not with shear force wall (2), brickwork wall (1) fixed connection, leave crack (8) between shear force wall (2) and brickwork wall (1), be provided with vertical connecting piece (7) in crack (8).
2. The system for connecting the antique building black bricks and the wall body according to claim 1, wherein: bottom connecting piece (3) include T type sign indicating number (31) and first angle steel (33), the one end and the shear force wall (2) fixed connection of first angle steel (33), the other end extend to in crack (8), in brickwork wall (1) was arranged in to the one end of T type sign indicating number (31), the other end and first angle steel (33) fixed connection.
3. The system for connecting the antique building black bricks and the wall body according to claim 2, wherein: t type sign indicating number (31) include head steel sheet (331) and connecting steel plate (332), head steel sheet (331) with connecting steel plate (332) fixed connection, masonry wall (1) is arranged in head steel sheet (331), connecting steel plate (332) are kept away from the one end and first angle steel (33) fixed connection of head steel sheet (331).
4. The system for connecting the antique building black bricks and the wall body according to claim 1, wherein: first intermediate junction spare (4) include second angle steel (42) and horizontal round bar (41), brickwork wall (1) is arranged in to horizontal round bar (41) level, the one end and shear force wall (2) fixed connection of second angle steel (42), the other end extend to in brickwork wall (1) and with horizontal round bar (41) fixed connection.
5. The system for connecting the archaized building black bricks and the wall body according to claim 1, is characterized in that: the second middle connecting piece (5) comprises a fixing bolt (51) and third angle steel (52), one end of the third angle steel (52) is fixedly connected with the shear wall (2) through the fixing bolt (51), and the other end of the third angle steel is arranged in the crack (8).
6. The system for connecting the archaized building black bricks and the wall body according to claim 1, is characterized in that: top connecting piece (6) include fourth angle steel (61) and L shaped steel board (62), the one end and the shear force wall (2) fixed connection of fourth angle steel (61), the other end extend to in crack (8), in brickwork wall (1) was located to the one end of L shaped steel board (62), the other end extends to in crack (8) and with fourth angle steel (61) fixed connection.
7. The system for connecting the antique building black bricks and the wall body according to claim 1, wherein: vertical connecting piece (7) include vertical reinforcing bar (71) and a plurality of pulling force reinforcing bar (72), vertical reinforcing bar (71) vertical setting just passes fourth angle steel (61), third angle steel (52), second angle steel (42) and first angle steel (33) in proper order, pulling force reinforcing bar (72) horizontal interval distribution, the horizontal one end of pulling force reinforcing bar (72) with vertical reinforcing bar (71) fixed connection, the other end is arranged in the brickwork joint of archaize building blue brick.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221916934.6U CN218028302U (en) | 2022-07-25 | 2022-07-25 | Archaize building blue brick and wall connection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221916934.6U CN218028302U (en) | 2022-07-25 | 2022-07-25 | Archaize building blue brick and wall connection system |
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| Publication Number | Publication Date |
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| CN218028302U true CN218028302U (en) | 2022-12-13 |
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| CN202221916934.6U Active CN218028302U (en) | 2022-07-25 | 2022-07-25 | Archaize building blue brick and wall connection system |
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| CN (1) | CN218028302U (en) |
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- 2022-07-25 CN CN202221916934.6U patent/CN218028302U/en active Active
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