CN217537402U - Anti-cracking structure at joint of shear wall and filler wall - Google Patents
Anti-cracking structure at joint of shear wall and filler wall Download PDFInfo
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- CN217537402U CN217537402U CN202221072363.2U CN202221072363U CN217537402U CN 217537402 U CN217537402 U CN 217537402U CN 202221072363 U CN202221072363 U CN 202221072363U CN 217537402 U CN217537402 U CN 217537402U
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Abstract
The utility model relates to a building technical field specifically is a shear force wall and infilled wall junction crack control structure, a shear force wall and infilled wall junction crack control structure includes: the shear wall is provided with a rabbet at one end, a first positioning groove is arranged in the shear wall, angle steel is arranged at the other end of the rabbet, a tie bar is arranged in the shear wall, a filler wall is arranged at one end of the shear wall, and a second positioning groove is arranged in the filler wall; the tensile plate is positioned at one end of the rabbet; the beneficial effects are that: the utility model provides a tongue-and-groove is reserved with the infilled wall junction to the shear force wall in the crack control structure of shear force wall and infilled wall junction that provides, makes the plastering of shear force wall and infilled wall junction have certain transition distance for the shear force wall becomes brickwork and concrete two kinds by three kinds of materials originally with the infilled wall junction, has reduced the cracked possibility that produces, and through drawknot muscle and tensile board, can play tensile effect to shear force wall and infilled wall.
Description
Technical Field
The utility model relates to a building technical field specifically is a shear force wall and infilled wall junction crack control structure.
Background
Shear walls (shear walls) are also known as wind resistant walls, seismic resistant walls, or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and prevents the structure from being sheared (sheared) and damaged.
Three connecting materials, namely masonry, concrete and a decorative layer, are arranged at the joint of the shear wall and the filler wall, the materials expand when heated to cause cracks, and the joint has no tensile structure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear force wall and infilled wall junction crack control structure to it is many to provide the material itself thermal expansion and causes the cracked condition in solving above-mentioned background art, and the junction does not have tensile structure's problem.
In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a shear force wall and infilled wall junction crack control structure, a shear force wall and infilled wall junction crack control structure includes:
the shear wall is provided with a rabbet at one end, a first positioning groove is arranged in the shear wall, angle steel is arranged at the other end of the rabbet, a tie bar is arranged in the shear wall, a filler wall is arranged at one end of the shear wall, and a second positioning groove is arranged in the filler wall;
the tensile plate is positioned at one end of the rabbet, a positioning block is arranged at the inner side end of the tensile plate, a movable groove is arranged in the positioning block, a clamping block is arranged in the movable groove, a spring is arranged at the outer side end of the clamping block, an inserting block is arranged in the tensile plate, and a locking groove is arranged at the outer side in the inserting block;
the mortar layer is located on the outer side of the rabbet, a steel wire mesh is arranged on the outer side of the mortar layer, a mortar surface layer is arranged on the outer side of the steel wire mesh, and a joint tape is arranged on the outer side of the mortar surface layer.
Preferably, two groups of grooves and tongues are symmetrically arranged at one end of the shear wall, angle steel is arranged in each groove and tongue, two groups of first positioning grooves are arranged corresponding to the grooves and tongues, and two groups of clamping grooves are arranged corresponding to the clamping blocks in the first positioning grooves.
Preferably, a plurality of groups of tie bars are arranged inside the shear wall, and one ends of the tie bars are located inside the filler wall.
Preferably, two sets of second constant head tanks are symmetrically arranged in the interior of the filler wall, and two sets of clamping grooves are arranged in the second constant head tanks.
Preferably, the tensile plate is provided with two groups corresponding to the tongue-and-groove, and two groups of positioning blocks are arranged at the inner side end of the tensile plate.
Preferably, the locating piece is inside all to be provided with the activity groove, and the equal symmetry in activity inslot portion is provided with two sets of fixture blocks, and the fixture block sets up to the fast column structure of T shape, and the inside upper end of fixture block sets up to the inclined plane, and the equal fixed connection spring of fixture block outside end all is provided with the inserted block in the tensile plate, and the inserted block sets up to T shape column structure, and the inserted block medial extremity sets up to most advanced, and the inside fixture block that corresponds of inserted block is provided with two sets of locking grooves.
Preferably, mortar layers are arranged on the outer sides of the grooves and the grooves, and the outer end faces of the joint pasting strips are flush with the shear wall.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses a shear force wall and the interior shear force wall of filler wall junction crack control structure and filler wall junction reserve the tongue-and-groove, make the plastering of shear force wall and filler wall junction have certain excess distance, make shear force wall and filler wall junction become brickwork and concrete two kinds by three kinds of materials originally, the fissured possibility has been reduced, and through drawknot muscle and stretch-proof board, can play tensile effect to shear force wall and filler wall, avoid producing the crack because of the material inflation, and through the wire net that sets up, can increase the wholeness of shear force wall and filler wall junction surface, improve holistic crack control ability, and through the first constant head tank of locating piece cooperation and the second constant head tank that set up, can conveniently install the tensile board on shear force wall and filler wall, be convenient for construct, and through the seam tape, can shield the crack that appears, increase pleasing to the eye degree.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1;
fig. 3 is a schematic view of the shear wall structure of the present invention;
fig. 4 is the schematic view of the structure of the infilled wall of the present invention.
In the figure: the shear wall comprises a shear wall 1, a tongue-and-groove 2, a first positioning groove 3, angle steel 4, a tie bar 5, a filler wall 6, a second positioning groove 7, a tensile plate 8, a positioning block 9, a movable groove 10, a clamping block 11, a spring 12, an insertion block 13, a locking groove 14, a mortar layer 15, a steel wire mesh 16, a mortar surface layer 17 and a joint strip 18.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 4, the present invention provides a technical solution: the utility model provides a shear force wall and infilled wall junction crack control structure, a shear force wall and infilled wall junction crack control structure includes:
the shear wall 1 is provided with a rabbet 2 at one end, a first positioning groove 3 is arranged in the shear wall 1, angle steel 4 is arranged at the other end of the rabbet 2, a tie bar 5 is arranged in the shear wall 1, a filler wall 6 is arranged at one end of the shear wall 1, the tie bar 5 with one end positioned in the filler wall 6 and the other end positioned in the shear wall 1 can achieve a tensile effect on the shear wall 1 and the filler wall 6, a second positioning groove 7 is arranged in the filler wall 6, two groups of rabbets 2 are symmetrically arranged at one end of the shear wall 1, through the arranged rabbet 2, the connecting materials at the connecting part can be reduced, the possibility of later-stage cracks is reduced, the angle steel 4 is arranged in the rabbet 2, two groups of the first positioning grooves 3 are arranged corresponding to the rabbet 2, two groups of clamping grooves are arranged in the first positioning groove 3, a plurality of groups of tie bars 5 are arranged in the shear wall 1, one ends of the tie bars 5 are all positioned in the filler wall 6, two groups of the second positioning grooves 7 are symmetrically arranged in the filler wall 6;
the anti-pulling plate 8 is characterized in that the anti-pulling plate 8 is located at one end of the rabbet 2, when the anti-pulling plate 8 is installed, a positioning block 9 at one end of the anti-pulling plate 8 is aligned with a first positioning groove 3 and inserted into a second positioning groove 7, an inserting block 13 is inserted from the outer side of the anti-pulling plate 8, the inserting block 13 is in friction with an outer side inclined plane of a clamping block 11 through an inner side tip, so that the clamping block 11 is clamped into a clamping groove, the installation of the anti-pulling plate 8 is completed, the positioning block 9 is arranged at the inner side end of the anti-pulling plate 8, a movable groove 10 is arranged inside the positioning block 9, a clamping block 11 is arranged inside the movable groove 10, a spring 12 is arranged at the outer side end of the clamping block 11, a locking groove 14 is arranged at the inner side of the inserting block 13, two groups of positioning blocks 9 are arranged corresponding to the rabbet 2 of the anti-pulling plate 8, the movable groove 10 is arranged inside the positioning block 9, two groups of clamping blocks 11 are symmetrically arranged inside the movable groove 10, the clamping block 11 is arranged in a T-shaped quick-shaped structure, the upper end of the inner side end of the clamping block 11 is arranged in a T-shaped quick-shaped structure, the upper end of the clamping block 11 is arranged in a manner, the clamping block 13, the inner side end is arranged in a T-shaped quick-shaped structure, the clamping block 14, the clamping block 13 is arranged in a quick-shaped structure;
the mortar layer 15 is located on the outer side of the rabbet 2, the steel wire mesh 16 is arranged on the outer side of the mortar layer 15 and the mortar surface layer 17 through the steel wire mesh 16 clamped between the mortar layer 15 and the mortar surface layer 17, the tensile anti-cracking capacity of the mortar layer 15 and the mortar surface layer 17 can be improved through the steel wire mesh 16, the steel wire mesh 16 is provided with the mortar surface layer 16, the mortar surface layer 17 is arranged on the outer side of the steel wire mesh 16, a joint tape 18 is pasted on the outer side of the mortar surface layer 17, so that no open joint exists in follow-up cracking, the attractiveness is improved, the joint tape 18 is arranged on the outer side of the mortar surface layer 17, the mortar layer 15 is arranged on the outer side of the rabbet 2, and the outer side end face of the joint tape 18 is flush with the shear wall 1.
When the tension-resisting plate 8 is installed, firstly, the positioning block 9 at one end of the tension-resisting plate 8 is aligned with the first positioning groove 3 and inserted into the second positioning groove 7, then the inserting block 13 is inserted into the outer side of the tension-resisting plate 8, the inserting block 13 rubs with the outer side inclined plane of the clamping block 11 through the tip of the inner side, so that the clamping block 11 is clamped into the clamping groove, and the installation of the tension-resisting plate 8 is completed;
by the arranged tongue-and-groove 2, the connecting materials at the connecting part can be reduced, and the possibility of cracks at the later stage is reduced;
the tensile effect can be achieved on the shear wall 1 and the filler wall 6 through the tie bars 5 with one end positioned in the filler wall 6 and the other end positioned in the shear wall 1;
the tensile crack resistance of the mortar layer 15 and the mortar surface layer 17 can be improved through the steel wire mesh 16 by the steel wire mesh 16 sandwiched between the mortar layer 15 and the mortar surface layer 17;
by sticking the joint tape 18 on the outer side of the mortar surface layer 17, cracks can be prevented from appearing subsequently, and the appearance is improved.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a shear force wall and infilled wall junction crack control structure which characterized in that: a shear force wall and infilled wall junction crack control structure includes:
the shear wall comprises a shear wall (1), wherein one end of the shear wall (1) is provided with a rabbet (2), a first positioning groove (3) is formed in the shear wall (1), the other end of the rabbet (2) is provided with angle steel (4), a tie bar (5) is arranged in the shear wall (1), one end of the shear wall (1) is provided with a filler wall (6), and a second positioning groove (7) is formed in the filler wall (6);
the tensile plate (8) is located at one end of the rabbet (2), a positioning block (9) is arranged at the inner side end of the tensile plate (8), a movable groove (10) is formed in the positioning block (9), a clamping block (11) is arranged in the movable groove (10), a spring (12) is arranged at the outer side end of the clamping block (11), an inserting block (13) is arranged in the tensile plate (8), and a locking groove (14) is formed in the outer side of the inner part of the inserting block (13);
the mortar layer (15), mortar layer (15) are located the tongue-and-groove (2) outside, and mortar layer (15) outside is provided with wire net (16), and wire net (16) outside is provided with mortar surface course (17), and mortar surface course (17) outside is provided with joint strip (18).
2. The anti-cracking structure for the joint of the shear wall and the filler wall as claimed in claim 1, is characterized in that: two groups of grooves and tongues (2) are symmetrically arranged at one end of the shear wall (1), angle steel (4) is arranged in each groove and tongue (2), two groups of first positioning grooves (3) are arranged corresponding to the grooves and tongues (2), and two groups of clamping grooves are arranged in the first positioning grooves (3) corresponding to the clamping blocks (11).
3. The anti-cracking structure for the joint of the shear wall and the filler wall as claimed in claim 1, wherein: a plurality of groups of tie bars (5) are arranged inside the shear wall (1), and one ends of the tie bars (5) are located inside the filler wall (6).
4. The anti-cracking structure for the joint of the shear wall and the filler wall as claimed in claim 1, is characterized in that: two groups of second positioning grooves (7) are symmetrically arranged in the filling wall (6), and two groups of clamping grooves are formed in the second positioning grooves (7).
5. The anti-cracking structure for the joint of the shear wall and the filler wall as claimed in claim 1, is characterized in that: two groups of tensile plates (8) are arranged corresponding to the tongue-and-groove (2), and two groups of positioning blocks (9) are arranged at the inner side end of each tensile plate (8).
6. The anti-cracking structure for the joint of the shear wall and the filler wall as claimed in claim 1, is characterized in that: locating piece (9) inside all is provided with activity groove (10), the equal symmetry in activity groove (10) is provided with two sets of fixture blocks (11), fixture block (11) set up to the quick column structure of T shape, the inside upper end of fixture block (11) sets up to the inclined plane, the equal fixed connection spring (12) of fixture block (11) outside end, all be provided with inserted block (13) in tensile plate (8), inserted block (13) set up to T-shaped column structure, inserted block (13) medial extremity sets up to most advanced, inserted block (13) inside corresponds fixture block (11) and is provided with two sets of locking grooves (14).
7. The anti-cracking structure for the joint of the shear wall and the filler wall as claimed in claim 1, is characterized in that: mortar layers (15) are arranged on the outer sides of the grooves and the tongues (2), and the end faces of the outer sides of the seam pasting belts (18) are flush with the shear wall (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221072363.2U CN217537402U (en) | 2022-05-07 | 2022-05-07 | Anti-cracking structure at joint of shear wall and filler wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221072363.2U CN217537402U (en) | 2022-05-07 | 2022-05-07 | Anti-cracking structure at joint of shear wall and filler wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217537402U true CN217537402U (en) | 2022-10-04 |
Family
ID=83433149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221072363.2U Active CN217537402U (en) | 2022-05-07 | 2022-05-07 | Anti-cracking structure at joint of shear wall and filler wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217537402U (en) |
-
2022
- 2022-05-07 CN CN202221072363.2U patent/CN217537402U/en active Active
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