CN217205308U - Novel shear force wall square tube steel back of body stupefied template system of consolidating - Google Patents
Novel shear force wall square tube steel back of body stupefied template system of consolidating Download PDFInfo
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- CN217205308U CN217205308U CN202220239505.3U CN202220239505U CN217205308U CN 217205308 U CN217205308 U CN 217205308U CN 202220239505 U CN202220239505 U CN 202220239505U CN 217205308 U CN217205308 U CN 217205308U
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- square tube
- stupefied
- template
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- tube steel
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- 241000357293 Leptobrama muelleri Species 0.000 title claims description 13
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 6
- 239000010959 steel Substances 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 238000009415 formwork Methods 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 abstract description 15
- 239000004567 concrete Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The utility model relates to a stupefied module of steel backing consolidates technical field, especially relates to a novel stupefied template reinforcement system of shear force wall square tube steel backing. It is poor mainly to the atress homogeneity between the stupefied template of back of the body, and the fastening is low, causes the wall body watering distortion aesthetic feeling low, and the low problem of installation effectiveness, proposes following technical scheme: it is stupefied including square pipe back of the body, square pipe back of the body is stupefied and is gone up to install through-connection spare, square pipe back of the body is stupefied and is still installed disconnected corner connecting piece, and is two sets of run through between the stupefied of square pipe back of the body and be provided with the anchorage bar, install fastening device on the anchorage bar, fastening device is including the installation piece, one side of installation piece is connected with the bracing piece. The utility model discloses novel structure is compact, and template reinforcement system installation is swift, and the mounting means is simple, increases the area of contact of template and reinforcement system for the equipment of template is more fastened firm, and concrete pouring is more pleasing to the eye stable, mainly is applied to the reinforcement of shear wall template and connects.
Description
Technical Field
The utility model relates to a technical field is consolidated to the stupefied module of steel backing, especially relates to a novel shear force wall square tube steel backing stupefied template reinforcing system.
Background
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 the structure is prevented from being sheared (sheared) and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete. The ridge has heavy weight and is difficult to install and transport in the construction process; the welding is more, the processing amount is large, the batch production cannot be realized, the recycling and repeated utilization rate is low, the broken positions of the back ridges are not connected in the reinforcing process, and the integral stress cannot be applied; therefore, the patent "CN 213268926U" proposes a novel square-through back-ridge reinforcing system, in the scheme, the square-through back-ridge reinforcing system is connected at the internal corner of the wall body through a corner connecting piece and is not disconnected, the back-ridge group can realize integral stress, the wall body forming effect is good, and the construction quality is ensured; however, in the scheme, when the back-ridge formworks on two sides of the wall body are assembled, the back-ridge formworks are locked and fixed through a plurality of fasteners penetrating through the back ridges on the two sides, so that the single-group installation connection is realized, the fastening force between two adjacent fasteners of the formworks is difficult to be uniform, the two fasteners are loosened and distorted when concrete is poured, the aesthetic property of the wall body is reduced, the single-group assembly efficiency is low, and the single-group assembly method cannot adapt to efficient formwork reinforcing and assembling; in view of this, we propose a novel shear force wall square tube steel back arris template system of consolidating.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a connect to fastener one that exists among the background art, the atress homogeneity between the stupefied template of the back of the body is poor, and the fastening is low, causes the wall body watering distortion aesthetic feeling low, and the low grade problem of installation effectiveness, provides a novel shear force wall square tube steel back of the body stupefied template system of consolidating.
The technical scheme of the utility model: the utility model provides a novel stupefied template of shear force wall square tube steel back of body consolidates system, stupefied including square tube back of body, install through-connection spare on the square tube back of body is stupefied, it is two sets of still to install disconnected corner connecting piece on the square tube back of body on stupefied run through between the square tube back of body is provided with the anchorage bar, install fastening device on the anchorage bar, fastening device is including the installation piece, one side of installation piece is connected with the bracing piece, it is connected with the screw rod to rotate on the bracing piece, the one end of screw rod is rotated and is connected with the push pedal, it is connected with the screw bolt to rotate on the installation piece.
Preferably, the straight-through connecting piece comprises a straight-through connecting plate, the straight-through connecting plate is a U-shaped plate, a first connecting bolt is movably mounted on the straight-through connecting plate, and a first nut is connected to the outer ring of the first connecting bolt in a threaded manner.
Preferably, the broken corner connecting piece comprises a broken corner connecting plate, a second connecting bolt is movably mounted on the broken corner connecting plate, and a second nut is sleeved on the outer ring of the bottom of the second connecting bolt.
Preferably, the support rod is provided with a threaded hole, and the screw rod penetrates through the threaded hole and is rotatably connected with the inner wall of the threaded hole.
Preferably, one side of the push plate is connected with a guide rod, the mounting block is provided with a guide hole, and the guide rod penetrates through the guide hole and is in sliding connection with the inner wall of the guide hole.
Preferably, the mounting block is provided with a mounting hole, the outer diameter of the fastening rod is smaller than the inner diameter of the mounting hole, one side of the mounting hole is provided with a threaded bolt in a rotating and penetrating manner, and the inner wall of the other side of the mounting hole is provided with a threaded groove.
Preferably, the fastening rod is provided with through holes, and the through holes are arranged along the length direction of the fastening rod in an array mode.
Compared with the prior art, the utility model discloses following profitable technological effect has:
1. the utility model assembles two adjacent square tube back edges through the arrangement of the fastening rods, and because the fastening rods are in U-shaped structures, the two ends of the fastening rods can penetrate through the square tube back edges in each assembly, so that the installation of the square tube back edges is more efficient and convenient;
2. the utility model discloses a setting of fastening device, through the corresponding rotation of screw bolt and through hole when firmly being connected fastening rod and square tube dorsal bar, make fastening rod and fastening device's preliminary position confirm, under the guide effect of guide bar through the rotation of screw rod, the push pedal is stably promoted to one side that is close to the template, make the equipment of template more firm, can obtain the auxiliary stay of push pedal, the assembly root of fastening rod, fastening device and square tube dorsal bar is convenient, enlarge the conflict power between fastening device and the template, make the equipment of template more firm;
3. to sum up, the utility model discloses novel structure is compact, and the installation of template reinforcement system is swift, and the mounting means is simple, increases the area of contact of template and reinforcement system for the equipment of template is more fastened firmly, and concrete placement is more pleasing to the eye stable.
Drawings
FIG. 1 is a front view of a novel shear wall square tube steel back corrugation formwork reinforcing system;
FIG. 2 is a schematic view of the fastening rod and the fastening rod of FIG. 1;
fig. 3 is a cross-sectional front view of the mounting block of fig. 2.
Reference numerals: 1. back corrugation of the square tube; 2. a straight-through connector; 21. a first connecting bolt; 22. a straight-through connecting plate; 3. breaking the corner connecting piece; 31. a second connecting bolt; 32. breaking the corner connecting plate; 4. a fastening rod; 41. a through hole; 5. a fastening mechanism; 51. mounting blocks; 52. a support bar; 53. a screw; 54. pushing the plate; 55. a guide bar; 56. a guide hole; 57. mounting holes; 58. a threaded bolt; 59. a thread groove.
Detailed Description
The technical solution of the present invention will be further explained with reference to the accompanying drawings and specific embodiments.
Examples
As shown in figures 1-3, the novel shear wall square tube steel back arris template reinforcing system provided by the utility model comprises a square tube back arris 1, a straight-through connecting piece 2 is arranged on the square tube back arris 1, the straight-through connecting piece 2 comprises a straight-through connecting plate 22, the straight-through connecting plate 22 is a U-shaped plate, a connecting bolt 21 is movably arranged on the straight-through connecting plate 22, the outer ring of the connecting bolt 21 is connected with a nut I in a threaded manner, a broken corner connecting piece 3 is also arranged on the square tube back arris 1, the broken corner connecting piece 3 comprises a broken corner connecting plate 32, a connecting bolt II 31 is movably arranged on the broken corner connecting plate 32, a nut II is sleeved on the outer ring at the bottom of the connecting bolt II 31, a fastening rod 4 is arranged between two groups of square tube back arris 1 in a penetrating manner, a penetrating hole 41 is arranged on the fastening rod 4, the penetrating hole 41 is arranged along the length direction array of the fastening rod 4, a fastening mechanism 5 is arranged on the fastening rod 4, the fastening mechanism 5 comprises a mounting block 51, one side of the mounting block 51 is connected with a support rod 52, the support rod 52 is rotatably connected with a screw rod 53, the support rod 52 is provided with a threaded hole, the screw rod 53 penetrates through the threaded hole and is rotatably connected with the inner wall of the threaded hole, the screw rod 53 is arranged to be correspondingly connected with the through hole 41, one end of the screw rod 53 is rotatably connected with a push plate 54, one side of the push plate 54 is connected with a guide rod 55, the mounting block 51 is provided with a guide hole 56, the guide rod 55 penetrates through the guide hole 56 and is slidably connected with the inner wall of the guide hole 56, the guide rod 55 is used for providing guide for pushing the push plate 54, the mounting block 51 is rotatably connected with a threaded bolt 58, the mounting block 51 is provided with a mounting hole 57, the outer diameter of the fastening rod 4 is smaller than the inner diameter of the mounting hole 57, one side of the mounting hole 57 is rotatably penetrated with a threaded bolt 58, and the other side inner wall of the mounting hole 57 is provided with a threaded groove 59, the threaded bolt 58 serves to provide a further securement for the installation of the threaded groove 59, so that the connection of the threaded bolt 58 to the through-hole 41 is more secure.
In the embodiment, a plurality of sections of square tube back edges 1 are arranged for assembling templates installed outside a shear wall at a lower position, the square tube back edges 1 are more durable in use due to the arrangement of square steel tubes of the square tube back edges 1, the connection between the two square tube back edges 1 can be more firm due to the straight-through connecting piece 2 arranged at the connection position between the square tube back edges 1 and the square tube back edges 1, the square tube back edges 1 are convenient to assemble and use, the square tube back edges 1 are suitable for assembling templates with different lengths, corner breaking connecting pieces 3 arranged at the bending connection position of the square tube back edges 1 connect corners of the templates, when the square tube back edges 1 at two sides are assembled and used, the fastening rods 4 penetrate through two groups of square tube back edges 1, meanwhile, two ends of the fastening rods 4 respectively penetrate through the installation holes 57, the threaded bolts 58 are rotated, and the threaded bolts 58 penetrate through one side of the through holes 41 and the installation holes 57, and the screw bolt 58 is assembled corresponding to the thread groove 59 on the other side of the mounting hole 57, so that the assembly of the screw bolt 58 and the through hole 41 is more fastened, the screw 53 is rotated after the primary connection is determined, the push plate 54 is horizontally moved under the guiding action of the guide rod 55 by the rotation of the screw 53, the connection position between the two groups of square tube back ridges 1 is more fastened by the pushing of the push plate 54, the position stability on the installation of the template is higher, the expansion condition of the template can not occur when concrete is poured, the pouring attractiveness and usability of the shear wall are high, the arrangement of the fastening rod 4 is equivalent to the assembly of two traditional fasteners, the connection steps are reduced, and meanwhile, the connection between two ends of the fastening rod 4 is more uniform.
The above embodiments are merely preferred embodiments of the present invention, and those skilled in the art can make various alternative modifications and combinations based on the technical solution of the present invention and the related teachings of the above embodiments.
Claims (7)
1. The utility model provides a novel stupefied template of shear force wall square tube steel back of body reinforcing system, stupefied (1) of square tube back of body, install on the stupefied (1) of square tube back of body direct-connected coupler (2), still install on the stupefied (1) of square tube back of body disconnected corner connecting piece (3), its characterized in that: two sets of it is provided with anchorage bar (4) to run through between stupefied (1) of square pipe back of the body, install fastening device (5) on anchorage bar (4), fastening device (5) are including installing piece (51), one side of installing piece (51) is connected with bracing piece (52), it is connected with screw rod (53) to rotate on bracing piece (52), the one end of screw rod (53) is rotated and is connected with push pedal (54), it is connected with threaded bolt (58) to rotate on installing piece (51).
2. The novel shear wall square tube steel back ridge formwork reinforcing system is characterized in that the through connecting piece (2) comprises a through connecting plate (22), the through connecting plate (22) is a U-shaped plate, a first connecting bolt (21) is movably mounted on the through connecting plate (22), and a first nut is connected to the outer ring of the first connecting bolt (21) in a threaded mode.
3. The novel shear wall square tube steel back-ridge formwork reinforcement system as claimed in claim 1, wherein the broken corner connecting piece (3) comprises a broken corner connecting plate (32), a second connecting bolt (31) is movably mounted on the broken corner connecting plate (32), and a second nut is sleeved on an outer ring at the bottom of the second connecting bolt (31).
4. The novel shear wall square tube steel back ridge formwork reinforcement system as claimed in claim 1, wherein a threaded hole is formed in the support rod (52), and the screw rod (53) penetrates through the threaded hole and is rotatably connected with the inner wall of the threaded hole.
5. The novel shear wall square tube steel back corrugation template reinforcing system is characterized in that a guide rod (55) is connected to one side of the push plate (54), a guide hole (56) is formed in the mounting block (51), and the guide rod (55) penetrates through the guide hole (56) and is in sliding connection with the inner wall of the guide hole (56).
6. The novel shear wall square tube steel back corrugation formwork reinforcing system is characterized in that a mounting hole (57) is formed in the mounting block (51), the outer diameter of the fastening rod (4) is smaller than the inner diameter of the mounting hole (57), a threaded bolt (58) is rotatably arranged on one side of the mounting hole (57) in a penetrating mode, and a threaded groove (59) is formed in the inner wall of the other side of the mounting hole (57).
7. The novel shear wall square tube steel back corrugation template reinforcing system is characterized in that through holes (41) are formed in the fastening rod (4), and the through holes (41) are arranged in an array along the length direction of the fastening rod (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220239505.3U CN217205308U (en) | 2022-01-28 | 2022-01-28 | Novel shear force wall square tube steel back of body stupefied template system of consolidating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220239505.3U CN217205308U (en) | 2022-01-28 | 2022-01-28 | Novel shear force wall square tube steel back of body stupefied template system of consolidating |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217205308U true CN217205308U (en) | 2022-08-16 |
Family
ID=82795384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220239505.3U Expired - Fee Related CN217205308U (en) | 2022-01-28 | 2022-01-28 | Novel shear force wall square tube steel back of body stupefied template system of consolidating |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217205308U (en) |
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2022
- 2022-01-28 CN CN202220239505.3U patent/CN217205308U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220816 |