CN211080672U - Cross plug-in structure for assembled shear wall - Google Patents
Cross plug-in structure for assembled shear wall Download PDFInfo
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- CN211080672U CN211080672U CN201921310699.6U CN201921310699U CN211080672U CN 211080672 U CN211080672 U CN 211080672U CN 201921310699 U CN201921310699 U CN 201921310699U CN 211080672 U CN211080672 U CN 211080672U
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- frame
- fixedly connected
- steel bar
- bar frame
- steel reinforcement
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 69
- 239000010959 steel Substances 0.000 claims abstract description 69
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 59
- 230000002787 reinforcement Effects 0.000 claims abstract description 24
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 15
- 238000009413 insulation Methods 0.000 claims description 7
- 244000309464 bull Species 0.000 abstract description 2
- 230000003139 buffering effect Effects 0.000 abstract 1
- 230000006378 damage Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
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Abstract
The utility model belongs to the technical field of the shear force wall, especially, be an assembled cross grafting structure for shear force wall, including horizontal steel reinforcement frame, the wide steel reinforcement frame of one end fixedly connected with of horizontal steel reinforcement frame, the steel reinforcement frame is erect to the one end fixedly connected with of wide steel reinforcement frame, the outer fixed surface of erecting the steel reinforcement frame is connected with the reinforcing bar vaulting pole, the outer fixed surface of reinforcing bar vaulting pole is connected with the ring. This assembled is cross grafting structure for shear force wall, horizontal steel reinforcement frame and wide steel reinforcement frame and erect steel reinforcement frame and connect the bull joint and constitute basic shear force wall frame, reinforcing bar post cross connection supports the reinforcing bar frame, there are a plurality of ring structures in the cross square frame, ring structure makes the shear force wall atress make the dispersivity bear the point, top layer atress structure both ends set up three corner frames, regard as the frame by long steel post and short steel post between the three corner frames, connect oblique steel post in the frame and constitute triangular structure, three corner frame upper surface connection arch frames, the pressure that the arch frame buffering came from the roof, make the atress maximize.
Description
Technical Field
The utility model belongs to the technical field of the shear force wall, concretely relates to assembled shear force is cross grafting structure for wall.
Background
The 'fabricated shear wall structure' is a type of 'fabricated concrete structure', and is defined as a fabricated concrete structure which is mainly composed of a stress component shear wall, a beam, a plate part or all prefabricated concrete components (prefabricated wall boards, superposed beams and superposed slabs).
The prior art has the following problems:
1. the cross-shaped splicing structure for the existing assembly type shear wall is poor in structural force bearing effect and poor in top structural stability.
SUMMERY OF THE UTILITY MODEL
To solve the problems set forth in the background art described above. The utility model provides an assembled shear force cross grafting structure for wall has load effectual, the good characteristics of top structural stability.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an assembled shear force cross grafting structure for wall, includes horizontal reinforcing bar frame, the wide reinforcing bar frame of one end fixedly connected with of horizontal reinforcing bar frame, the reinforcing bar frame is erected to the vertical one end fixedly connected with of wide reinforcing bar frame, erect the outer fixed surface of reinforcing bar frame and be connected with the reinforcing bar vaulting pole, the outer fixed surface of reinforcing bar vaulting pole is connected with the ring, one side fixedly connected with fire damper of erecting the reinforcing bar frame, the last fixed surface of erecting the reinforcing bar frame is connected with three corner posts, one side fixedly connected with long steel column of three corner posts, one side fixedly connected with short steel column of long steel column, the equal fixedly connected with oblique steel column in both sides of short steel column, the last fixed surface of three corner posts is connected with the bow member, the lower fixed surface of bow member is connected with.
In order to make the connection of putting up horizontal reinforcement frame and wide reinforcement frame and erecting reinforcement frame, as the utility model relates to an assembly type is cross grafting structure preferred for shear force wall, the one end fixedly connected with multi-head joint of horizontal reinforcement frame, multi-head joint's quantity is eight, eight the multi-head joint is fixed respectively at horizontal reinforcement frame and wide reinforcement frame and the both ends of erecting the reinforcement frame with rectangular array's form.
In order to make the reinforcing bar vaulting pole and support reinforcing bar frame cross, conduct the utility model relates to an assembly type is cross grafting structure is preferred for shear force wall, the outer fixed surface of horizontal reinforcing bar frame is connected with the square splice, the last fixed surface of square splice is connected with supports the reinforcing bar frame.
Bear for the multiple spot in order to change the single-point, increased the ability of shear force wall bearing capacity, conduct the utility model relates to an assembly type is cross grafting structure preferred for shear force wall, the number of ring is a plurality of, and a plurality of ring uses the form fixed connection of rectangle array at the surface of reinforcing bar vaulting pole and support reinforcing bar frame.
In order to make the atress performance that has increased the fire shield, as the utility model relates to an assembly type is cross grafting structure is preferred for shear force wall, the inside fixedly connected with vertical reinforcement of fire shield, the inside fixedly connected with horizontal reinforcement of fire shield.
In order to make connect bow member and three angular frame, conduct the utility model relates to an assembly type is cross grafting structure is preferred for shear force wall, the one end fixedly connected with splicing of bow member, the last fixed surface of splicing is connected with the screw.
For the convenience of concrete pouring and pass the reinforcing bar, conduct the utility model relates to an assembly type is cross grafting structure is preferred for shear force wall, the quad slit has been seted up to one side of square splice, the circular port has been seted up to one side of square splice.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses, horizontal steel bar frame and wide steel bar frame and perpendicular steel bar frame connect the bull to connect and constitute basic shear force wall frame, the square splice is connected on horizontal steel bar frame, joint support reinforcing bar frame simultaneously, the shear force wall structure has been enriched, erect reinforcing bar frame one side and connect the reinforcing bar post, reinforcing bar post cross connection supports reinforcing bar frame, set up a plurality of ring structures in the square frame that intersects, ring structure makes the shear force wall atress make dispersible bearing point, it bears for the multiple spot to change the single-point, the ability of shear force wall bearing capacity has been increased, it sets up top layer atress structure to erect the higher authority of reinforcing bar frame, top layer atress both ends set up three corner frames, regard as the frame by long steel post and short steel column between the three corner frames, connect oblique steel column group to constitute triangle-shaped structure in the frame, three corner frame upper surface connection arch frames, the arch frame comes from the pressure on roof, make atre.
2. The utility model discloses, one side of reinforcing bar wall sets up the fire shield, and the fire shield can reduce the conflagration effectively as the flame retardant coating to the destruction of shear wall structure, sets up perpendicular reinforcing bar and horizontal bar in the fire shield, has increased the atress performance of fire shield.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of a middle horizontal reinforcement frame of the present invention;
fig. 3 is a schematic structural view of the middle arch frame of the present invention;
FIG. 4 is an enlarged schematic view of the structure at A in FIG. 3 according to the present invention;
FIG. 5 is a schematic structural view of the middle square connecting block of the present invention;
in the figure: 1. a transverse reinforcing steel bar frame; 2. a wide reinforcing steel bar frame; 3. erecting a reinforcing steel bar frame; 4. a steel bar brace rod; 5. a circular ring; 6. a fire barrier; 7. a triangular frame; 8. a long steel column; 9. short steel columns; 10. an oblique steel column; 11. an arch frame; 12. a support frame; 13. a multi-headed joint; 14. square connecting blocks; 15. supporting the reinforcing steel bar frame; 16. erecting steel bars; 17. transverse reinforcing steel bars; 18. a tab; 19. a screw; 20. a square hole; 21. a circular hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying 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.
Example 1
Referring to fig. 1-5, the present invention provides the following technical solutions: the utility model provides an assembled shear force cross grafting structure for wall, including horizontal reinforcing bar frame 1, the one end fixedly connected with wide reinforcing bar frame 2 of horizontal reinforcing bar frame 1, the vertical reinforcing bar frame 3 of one end fixedly connected with of wide reinforcing bar frame 2, the outer fixed surface of vertical reinforcing bar frame 3 is connected with steel bar vaulting pole 4, the outer fixed surface of steel bar vaulting pole 4 is connected with ring 5, one side fixedly connected with fire damper 6 of vertical reinforcing bar frame 3, the last fixed surface of vertical reinforcing bar frame 3 is connected with triangular frame 7, one side fixedly connected with long steel column 8 of triangular frame 7, one side fixedly connected with short steel column 9 of long steel column 8, the equal fixedly connected with oblique steel column 10 in both sides of short steel column 9, the last fixed surface of triangular frame 7 is connected with arch frame 11, the lower fixed surface of arch frame 11 is connected with support frame 12.
In this embodiment: the transverse reinforcing frames 1, the wide reinforcing frames 2 and the vertical reinforcing frames 3 are connected with a multi-joint 13 to form a basic shear wall frame, the square connecting blocks 14 are connected on the transverse reinforcing frames 1 and are simultaneously connected with and support the reinforcing frames 15 to fill up the shear wall structure, one side of each vertical reinforcing frame 3 is connected with a reinforcing brace rod 4, the reinforcing brace rods 4 are in cross connection with and support the reinforcing frames 15, a plurality of circular ring 5 structures are arranged in crossed square frames, the circular ring 5 structures enable the shear wall to be stressed to disperse bearing points, single-point bearing is changed into multi-point bearing, the stress bearing capacity of the shear wall is improved, a top layer triangular stress structure is arranged on the upper side of each vertical reinforcing frame 3, top layer stress two ends are provided with triangular frames 7, long steel columns 8 and short steel columns 9 are used as frames between the triangular frames 7, oblique steel columns 10 are connected in the frames to form a triangular structure, the upper surfaces of the triangular frames 7 are connected with an arch frame 11, and, maximizing the force.
Specifically, a multi-head joint 13 is fixedly connected to one end of the transverse steel frames 1, the number of the multi-head joints 13 is eight, and the eight multi-head joints 13 are respectively fixed to both ends of the transverse steel frames 1, the wide steel frames 2, and the vertical steel frames 3 in a rectangular array.
In this embodiment: the multi-head joint 13 establishes the connection of the transverse frames 1 and the wide frames 2 and the vertical frames 3.
Specifically, the outer surface of the transverse steel reinforcement frame 1 is fixedly connected with a square joint block 14, and the upper surface of the square joint block 14 is fixedly connected with a supporting steel reinforcement frame 15.
In this embodiment: the bar brace 4 crosses the support bar frame 15.
Specifically, the number of the circular rings 5 is several, and the circular rings 5 are fixedly connected to the outer surfaces of the steel bar support rods 4 and the support steel bar frames 15 in a rectangular array.
In this embodiment: the ring 5 structure enables the shear wall to be stressed so that the bearing points can be dispersed, single-point bearing is changed into multi-point bearing, and the bearing capacity of the shear wall is improved.
Specifically, the inside fixedly connected with vertical reinforcement 16 of fire baffle 6, the inside fixedly connected with horizontal reinforcement 17 of fire baffle 6.
In this embodiment: vertical steel bars 16 and transverse steel bars 17 are arranged in the fire insulation plate 6, so that the stress performance of the fire insulation plate 6 is improved.
Specifically, one end of the arch 11 is fixedly connected with a connecting piece 18, and the upper surface of the connecting piece 18 is fixedly connected with a screw 19.
In this embodiment: the screws 19 connect the arch 11 and the triangular frame 7.
Specifically, one side of the square connecting block 14 is provided with a square hole 20, and one side of the square connecting block 14 is provided with a circular hole 21.
In this embodiment: the square hole 20 is convenient for pouring concrete, and reinforcing steel bars pass through the circular hole 21.
The utility model discloses a theory of operation and use flow: the transverse reinforcing frames 1, the wide reinforcing frames 2 and the vertical reinforcing frames 3 are connected with a multi-joint 13 to form a basic shear wall frame, the square connecting blocks 14 are connected on the transverse reinforcing frames 1 and are simultaneously connected with and support the reinforcing frames 15 to fill up the shear wall structure, one side of each vertical reinforcing frame 3 is connected with a reinforcing brace rod 4, the reinforcing brace rods 4 are connected with and support the reinforcing frames 15 in a cross way, a plurality of circular ring 5 structures are arranged in crossed square frames, the circular ring 5 structures enable the shear wall to be stressed to disperse bearing points, single-point bearing is changed into multi-point bearing, the stress bearing capacity of the shear wall is improved, a top layer triangular stress structure is arranged on the upper side of each vertical reinforcing frame 3, top layer stress two ends are provided with triangular frames 7, long steel columns 8 and short steel columns 9 are used as frames between the triangular frames 7, oblique steel columns 10 are connected in the frames to form a triangular structure, the upper surface of each triangular frame 7 is connected with an arch frame 11, the stress is maximized, the fire insulation plate 6 is arranged on one side of the steel bar wall, the fire insulation plate 6 can effectively reduce the damage of fire to the shear wall structure as a fire-proof layer, and the vertical steel bars 16 and the transverse steel bars 17 are arranged in the fire insulation plate 6, so that the stress performance of the fire insulation plate is improved.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides an assembled shear force cross grafting structure for wall, includes horizontal steel reinforcement frame (1), its characterized in that: one end of the transverse reinforcing steel bar frame (1) is fixedly connected with a wide reinforcing steel bar frame (2), one end of the wide reinforcing steel bar frame (2) is fixedly connected with a vertical reinforcing steel bar frame (3), the outer surface of the vertical reinforcing steel bar frame (3) is fixedly connected with a reinforcing steel bar support rod (4), the outer surface of the reinforcing steel bar support rod (4) is fixedly connected with a circular ring (5), one side of the vertical reinforcing steel bar frame (3) is fixedly connected with a fire insulation plate (6), the upper surface of the vertical reinforcing steel bar frame (3) is fixedly connected with a triangular frame (7), one side of the triangular frame (7) is fixedly connected with a long steel column (8), one side of the long steel column (8) is fixedly connected with a short steel column (9), the two sides of the short steel column (9) are fixedly connected with inclined steel columns (10), the upper surface of the triangular frame (7) is fixedly connected with an arch frame (11), the lower surface of the arch frame (11) is fixedly connected with a support frame (12).
2. The cross plug-in structure for the fabricated shear wall according to claim 1, wherein: one end of the transverse steel bar frame (1) is fixedly connected with a multi-head joint (13), the number of the multi-head joints (13) is eight, and the eight multi-head joints (13) are respectively fixed at two ends of the transverse steel bar frame (1), the wide steel bar frame (2) and the vertical steel bar frame (3) in a rectangular array mode.
3. The cross plug-in structure for the fabricated shear wall according to claim 1, wherein: the outer surface of the transverse steel bar frame (1) is fixedly connected with a square connecting block (14), and the upper surface of the square connecting block (14) is fixedly connected with a supporting steel bar frame (15).
4. The cross plug-in structure for the fabricated shear wall according to claim 1, wherein: the number of the circular rings (5) is a plurality, and the circular rings (5) are fixedly connected to the outer surfaces of the steel bar support rods (4) and the support steel bar frames (15) in a rectangular array mode.
5. The cross plug-in structure for the fabricated shear wall according to claim 1, wherein: the fire-proof plate is characterized in that the inside of the fire-proof plate (6) is fixedly connected with a vertical reinforcing bar (16), and the inside of the fire-proof plate (6) is fixedly connected with a horizontal reinforcing bar (17).
6. The cross plug-in structure for the fabricated shear wall according to claim 1, wherein: one end of the arch frame (11) is fixedly connected with a connecting piece (18), and the upper surface of the connecting piece (18) is fixedly connected with a screw (19).
7. The cross plug-in structure for the fabricated shear wall according to claim 3, wherein: a square hole (20) is formed in one side of the square connecting block (14), and a circular hole (21) is formed in one side of the square connecting block (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921310699.6U CN211080672U (en) | 2019-08-13 | 2019-08-13 | Cross plug-in structure for assembled shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921310699.6U CN211080672U (en) | 2019-08-13 | 2019-08-13 | Cross plug-in structure for assembled shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211080672U true CN211080672U (en) | 2020-07-24 |
Family
ID=71625404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921310699.6U Expired - Fee Related CN211080672U (en) | 2019-08-13 | 2019-08-13 | Cross plug-in structure for assembled shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211080672U (en) |
-
2019
- 2019-08-13 CN CN201921310699.6U patent/CN211080672U/en not_active Expired - Fee Related
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200724 |
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| CF01 | Termination of patent right due to non-payment of annual fee |