CN219993225U - Can dismantle two steel sheet anchor clamps node reinforced structure - Google Patents
Can dismantle two steel sheet anchor clamps node reinforced structure Download PDFInfo
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- CN219993225U CN219993225U CN202321210850.5U CN202321210850U CN219993225U CN 219993225 U CN219993225 U CN 219993225U CN 202321210850 U CN202321210850 U CN 202321210850U CN 219993225 U CN219993225 U CN 219993225U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 213
- 239000010959 steel Substances 0.000 title claims abstract description 213
- 239000002023 wood Substances 0.000 claims abstract description 85
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 230000000694 effects Effects 0.000 claims description 3
- 230000006978 adaptation Effects 0.000 claims description 2
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 230000009977 dual effect Effects 0.000 claims 7
- 238000000034 method Methods 0.000 abstract description 8
- 238000005516 engineering process Methods 0.000 description 9
- 230000002787 reinforcement Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a detachable double-steel-plate clamp node reinforcing structure which comprises a wood column, a wood beam and a steel plate clamp, wherein the steel plate clamp comprises a first embedded steel plate, a second embedded steel plate and a counter-pulling screw, one end of the wood beam is integrally connected with a connecting part which is propped against the side wall surface of the wood column, the top and the bottom of the connecting part are respectively provided with the first embedded steel plate and the second embedded steel plate, the first embedded steel plate and the second embedded steel plate are fixed through the counter-pulling screw and a nut, the upper part of the first embedded steel plate is detachably provided with a first wood cover, the lower part of the second embedded steel plate is detachably provided with a second wood cover, and the wood column is respectively provided with a first limit groove and a second limit groove which are matched with the first embedded steel plate and the second embedded steel plate; the reinforcing component can be detached for multiple times, the original reinforcing wood component is not damaged, the number of components used in the processing process is simplified, the reinforcing operation is simple and feasible, and the cost is effectively saved.
Description
Technical Field
The utility model relates to a detachable double-steel-plate clamp node reinforcing structure which is applied to the technical field of beam column node reinforcing.
Background
The known wood beam reinforcement technology mainly comprises bending reinforcement and shearing reinforcement, wherein the reinforcement material mainly adopts metal and composite FRP, and the adopted metal reinforcement mainly comprises aluminum plates, prestressed steel strands, steel bars, steel belts, steel toothed plates and the like. Although the application of the existing ancient building wood beam reinforcement technology is very common, some problems to be solved still exist in the practical implementation process, for example, the reinforcement technology is difficult to realize the repair principle of the ancient building wood structure, namely 'repair is as the way', so that the authenticity of the ancient building wood structure is lost; the wood column and beam column joint reinforcement technology cannot realize repeated disassembly and replacement of the damaged part; the mortise and tenon gaps in the column beam reinforcement area are easy to loosen, and the tenon pulling phenomenon is easy to occur. The utility model patent with the publication number of CN103953120A discloses a wood structure connecting node capable of being assembled quickly, and particularly discloses a connecting node for realizing on-site assembly of wood structure beam-beam connection, beam column connection and column foot connection, wherein the node can transmit bending moment, shearing force and axial force, can ensure the connection strength and does not influence the appearance of a wood member, but the wood structure connecting node is provided with more members (two U-shaped wood cover plates, four steel sleeves, two bolts, two hexagonal steel sleeves, two cylindrical steel pins and a plurality of steel plates), and the operation mode in the construction process is very inconvenient, so that the installation step is very complex, the efficiency is low, and the economic cost is increased.
Disclosure of Invention
In order to solve the technical problems, the utility model provides the detachable double-steel-plate clamp node reinforcing structure, the reinforcing component can be detached for multiple times, the original reinforced wood component is not damaged, the number of components in the processing process is simplified, the reinforcing operation is simple and feasible, and the cost is effectively saved.
The technical scheme of the utility model is as follows:
can dismantle two steel sheet anchor clamps node reinforced structure, including post, roof beam and steel sheet anchor clamps, steel sheet anchor clamps include first embedded steel sheet, second embedded steel sheet and to the pull screw rod, the one end body coupling of roof beam has the connecting portion that offsets with post lateral wall face, the top and the bottom of connecting portion are provided with first embedded steel sheet and second embedded steel sheet respectively, fix through setting up to pull screw rod and nut between first embedded steel sheet and the second embedded steel sheet, first embedded steel sheet's upper portion can be dismantled and be provided with first wood lid, second embedded steel sheet's lower part can be dismantled and be provided with the second wood lid, first spacing groove and the second spacing groove with first embedded steel sheet and second embedded steel sheet looks adaptation have been seted up respectively on the post.
The wood column is of a cylindrical structure, a first limit groove and a second limit groove are respectively formed in the upper portion and the lower portion of the side wall surface of the wood column, which are abutted to the connecting portion, the first limit groove and the second limit groove are of rectangular groove structures, the first limit groove and the second limit groove are identical in size, and the first limit groove and the second limit groove are arranged in an up-down symmetrical structure.
The first embedded steel plate and the second embedded steel plate are of rectangular plate structures, one ends of the first embedded steel plate and the second embedded steel plate are respectively inserted into the first limiting groove and the second limiting groove, and a plurality of circular through holes are formed in the other ends of the first embedded steel plate and the second embedded steel plate.
The opposite-pulling screw rod is inserted into the through holes of the first embedded steel plate and the second embedded steel plate, penetrates out of the bottom surface of the second embedded steel plate through the penetrating connecting part of the first embedded steel plate, and is fastened through nuts at the top and the bottom of the opposite-pulling screw rod.
External threads matched with the nuts are arranged on the side walls of the top and the bottom of the opposite-pull screw.
The width of first embedded steel sheet and second embedded steel sheet is less than the width of connecting portion, and first embedded steel sheet and second embedded steel sheet set up on the top face and the bottom face of connecting portion respectively at the center.
The first wooden cover and the second wooden cover are of U-shaped plate structures, two side plates of the first wooden cover are clamped on two sides of the first embedded steel plate, two outer side walls of the first wooden cover are flush with outer side walls of the connecting portion, two side plates of the second wooden cover are clamped on two sides of the second embedded steel plate, and two outer side walls of the second wooden cover are flush with outer side walls of the connecting portion.
The utility model provides a can dismantle two steel sheet anchor clamps node reinforced structure, includes cylinder, lower cylinder and steel sheet anchor clamps, steel sheet anchor clamps include third embedding steel sheet, fourth embedding steel sheet and to drawing the screw rod, the bottom of going up the cylinder and the top of lower cylinder are respectively an organic whole and are connected with first mound portion and second mound portion, all seted up the third spacing groove on the lateral wall of first mound portion and second mound portion, the activity is provided with third embedding steel sheet and fourth embedding steel sheet in two third spacing grooves respectively, third embedding steel sheet and fourth embedding steel sheet are all fixed through wearing to establishing to drawing the screw rod and using the nut, evenly distributed has a plurality of through-holes on third embedding steel sheet and the fourth embedding steel sheet, the outside of third embedding steel sheet and fourth embedding steel sheet is provided with third wood lid and fourth wood lid respectively.
The first pier connection part and the second pier connection part are of semi-cylindrical structures, the first pier connection part and the second pier connection part are arranged in an up-down symmetrical structure, and round holes for penetrating the opposite-pulling screw rods are formed in the first pier connection part and the second pier connection part.
A method for reinforcing a detachable double-steel-plate clamp node comprises the following specific steps:
manufacturing a column-beam connecting steel plate clamp: through holes are formed in one sides of the first embedded steel plate and the second embedded steel plate through a machine tool linear cutting technology, and external threads are formed on the side walls of the two ends of the opposite-pulling screw;
manufacturing a column-column connecting steel plate clamp: uniformly distributed through holes are formed in the third embedded steel plate and the fourth embedded steel plate through a machine tool linear cutting technology, and external threads are formed on the side walls of the two ends of the opposite-pulling screw;
further, the spliced pole roof beam connection steel sheet anchor clamps: the upper part and the lower part of the side wall of the wood column, which are propped against the connecting part of the wood beam, are respectively provided with a first limit groove and a second limit groove, epoxy resin is smeared on the inner wall surfaces of the first limit groove and the second limit groove, and then a first embedded steel plate and a second embedded steel plate are respectively inserted into the first limit groove and the second limit groove;
further, the spliced pole is connected with the steel plate clamp: the first pier joint part and the second pier joint part of the upper column body and the lower column body are respectively processed into forms containing round holes, and the outer side walls of the first pier joint part and the second pier joint part are respectively provided with a third limit groove;
further, the fixed column beam is connected with the steel plate clamp: inserting a connecting part integrally connected with the wood beam between the first embedded steel plate and the second embedded steel plate, enabling a hole formed in the connecting part to be communicated with through holes in the first embedded steel plate and the second embedded steel plate, screwing a nut on one end of a counter-pulling screw rod, inserting the counter-pulling screw rod into the through holes, fastening the nut on the other end of the counter-pulling screw rod, fixing the first embedded steel plate, the second embedded steel plate and the connecting part, fixing the wood beam on a wood column, finally placing a first wood cover on the top of the first embedded steel plate, and placing a second wood cover on the bottom of the second embedded steel plate;
further, the fixed column connects steel sheet anchor clamps: the first pier connection part integrally connected with the upper column body is in butt joint with the second pier connection part integrally connected with the lower column body, then a third embedded steel plate and a fourth embedded steel plate are respectively placed in two third limiting grooves on the outer sides of the first pier connection part and the second pier connection part, a round hole formed in the first pier connection part and the second pier connection part is communicated with a through hole formed in the third embedded steel plate and the fourth embedded steel plate, a counter-pulling screw rod is further inserted into the through hole, nuts are screwed at two ends of the counter-pulling screw rod, finally a third wood cover is placed on the outer side of the third embedded steel plate, and a fourth wood cover is placed on the outer side of the fourth embedded steel plate.
The utility model has the following beneficial effects:
the reinforcing technology used by the utility model is based on the repairing principle of the traditional civil house building structure, so that the old is repaired, the authenticity of the ancient building wood structure is maintained, the utility model can effectively avoid the occurrence of improper reinforcing conditions such as insufficient reinforcing, excessive reinforcing and the like, has the characteristic of sustainable use, can be used for dismounting the reinforcing part for multiple times, does not cause damage to the original reinforcing wood component, simplifies the number of components used in the processing process, ensures that the reinforcing operation is simple and easy, and effectively saves the cost.
Drawings
FIG. 1 is a schematic diagram of a connection structure of a wood column and a wood beam in the present utility model;
FIG. 2 is a schematic view of a steel plate clamp for column-beam connection in the present utility model;
FIG. 3 is a schematic diagram of the position structures of the first limit groove and the second limit groove in the present utility model;
FIG. 4 is a schematic view of the splice completion status of the wood posts and the wood beams of the present utility model;
FIG. 5 is a schematic diagram of the connection structure of the upper and lower columns according to the present utility model;
FIG. 6 is a schematic view of a steel plate clamp for column connection in the present utility model;
FIG. 7 is a schematic diagram of a position structure of a third limiting groove according to the present utility model;
FIG. 8 is a schematic diagram showing a splicing completion state of the upper column and the lower column in the present utility model;
the reference numerals in the drawings are as follows:
1. a wood column; 2. a wood beam; 3. a connection part; 4. a first embedded steel plate; 5. a second embedded steel plate; 6. a first wood cap; 7. a second wood cap; 8. a counter-pulling screw; 9. a nut; 10. a first limit groove; 11. the second limit groove; 12. a through hole; 13. an upper column; 14. a lower column; 15. a third embedded steel plate; 16. a fourth embedded steel plate; 17. a third wood cap; 18. a fourth wood cap; 19. a first pier connection part; 20. a second pier connection part; 21. and a third limit groove.
Detailed Description
The utility model will now be described in detail with reference to the drawings and to specific embodiments.
Referring to fig. 1 to 8, a detachable double-steel-plate clamp node reinforcing structure comprises a wood column 1, a wood beam 2 and a steel plate clamp, wherein the steel plate clamp comprises a first embedded steel plate 4, a second embedded steel plate 5 and a counter-pulling screw rod 8, one end of the wood beam 2 is integrally connected with a connecting part 3 which is abutted against the side wall surface of the wood column 1, the top and the bottom of the connecting part 3 are respectively provided with the first embedded steel plate 4 and the second embedded steel plate 5, the first embedded steel plate 4 and the second embedded steel plate 5 are fixed by the counter-pulling screw rod 8 and a nut 9, the upper part of the first embedded steel plate 4 is detachably provided with a first wood cover 6, the lower part of the second embedded steel plate 5 is detachably provided with a second wood cover 7, and a first limit groove 10 and a second limit groove 11 which are matched with the first embedded steel plate 4 and the second embedded steel plate 5 are respectively arranged on the wood column 1.
The wood column 1 is of a cylindrical structure, a first limit groove 10 and a second limit groove 11 are respectively formed in the upper portion and the lower portion of the side wall surface of the wood column 1, which are abutted to the connecting portion 3, the first limit groove 10 and the second limit groove 11 are of rectangular groove structures, the sizes of the first limit groove 10 and the second limit groove 11 are identical, and the first limit groove 10 and the second limit groove 11 are of up-down symmetrical structures.
The first embedded steel plate 4 and the second embedded steel plate 5 are of rectangular plate-shaped structures, one ends of the first embedded steel plate 4 and the second embedded steel plate 5 are respectively inserted into the first limit groove 10 and the second limit groove 11, and a plurality of circular through holes 12 are formed in the other ends of the first embedded steel plate 4 and the second embedded steel plate 5.
The opposite-pulling screw rod 8 is inserted into the through holes 12 of the first embedded steel plate 4 and the second embedded steel plate 5, the opposite-pulling screw rod 8 penetrates through the connecting part 3 of the first embedded steel plate 4 and penetrates out of the bottom surface of the second embedded steel plate 5, and the top and the bottom of the opposite-pulling screw rod 8 are fastened by arranging nuts 9.
External threads matched with the nuts 9 are arranged on the side walls of the top and the bottom of the opposite-pull screw rod 8.
The widths of the first embedded steel plate 4 and the second embedded steel plate 5 are smaller than the width of the connecting portion 3, and the first embedded steel plate 4 and the second embedded steel plate 5 are respectively arranged on the top face and the bottom face of the connecting portion 3 in a centered mode.
The first wooden cover 6 and the second wooden cover 7 are of U-shaped plate structures, two side plates of the first wooden cover 6 are clamped on two sides of the first embedded steel plate 4, two outer side walls of the first wooden cover 6 are flush with the outer side walls of the connecting portion 3, two side plates of the second wooden cover 7 are clamped on two sides of the second embedded steel plate 5, and two outer side walls of the second wooden cover 7 are flush with the outer side walls of the connecting portion 3.
The utility model provides a can dismantle two steel sheet anchor clamps node reinforced structure, includes cylinder 13, lower cylinder 14 and steel sheet anchor clamps, steel sheet anchor clamps include third embedded steel sheet 15, fourth embedded steel sheet 16 and to drawing screw rod 8, the bottom of cylinder 13 and the top of lower cylinder 14 are connected with first mound portion 19 and second mound portion 20 respectively an organic whole, third spacing groove 21 has all been seted up on the lateral wall of first mound portion 19 and second mound portion 20, the activity is provided with third embedded steel sheet 15 and fourth embedded steel sheet 16 respectively in two third spacing grooves 21, third embedded steel sheet 15 and fourth embedded steel sheet 16 are all fixed through wearing to drawing screw rod 8 and with nut 9 through wearing to establishing, evenly distributed has a plurality of through-holes 12 on third embedded steel sheet 15 and the fourth embedded steel sheet 16, the outside of third embedded steel sheet 15 and fourth embedded steel sheet 16 is provided with third wood lid 17 and fourth wood lid 18 respectively.
The first pier connection part 19 and the second pier connection part 20 are of semi-cylindrical structures, the first pier connection part 19 and the second pier connection part 20 are arranged in an up-down symmetrical structure, and round holes for penetrating the opposite-pulling screw rods 8 are formed in the first pier connection part 19 and the second pier connection part 20.
A method for reinforcing a detachable double-steel-plate clamp node comprises the following specific steps:
manufacturing a column-beam connecting steel plate clamp: a through hole 12 is formed in one side of the first embedded steel plate 4 and one side of the second embedded steel plate 5 through a machine tool linear cutting technology, and external threads are formed on the side walls of the two ends of the opposite-pulling screw rod 8;
manufacturing a column-column connecting steel plate clamp: uniformly distributed through holes 12 are formed in the third embedded steel plate 15 and the fourth embedded steel plate 16 through a machine tool linear cutting technology, and external threads are formed in the side walls of the two ends of the opposite-pulling screw rod 8;
further, the spliced pole roof beam connection steel sheet anchor clamps: a first limit groove 10 and a second limit groove 11 are respectively formed in the upper part and the lower part of the side wall of the wood column 1, which are propped against the connecting part 3 of the wood beam 2, epoxy resin is smeared on the inner wall surfaces of the first limit groove 10 and the second limit groove 11, and then the first embedded steel plate 4 and the second embedded steel plate 5 are respectively inserted into the first limit groove 10 and the second limit groove 11;
further, the spliced pole is connected with the steel plate clamp: the first pier joint part 19 and the second pier joint part 20 of the upper column body 13 and the lower column body 14 are respectively processed into forms containing round holes, and the outer side walls of the first pier joint part 19 and the second pier joint part 20 are respectively provided with a third limit groove 21;
further, the fixed column beam is connected with the steel plate clamp: inserting a connecting part 3 integrally connected with a wood beam 2 between a first embedded steel plate 4 and a second embedded steel plate 5, enabling a hole formed in the connecting part 3 to be communicated with through holes 12 in the first embedded steel plate 4 and the second embedded steel plate 5, screwing a nut 9 on one end of a counter-pulling screw rod 8, inserting the counter-pulling screw rod 8 into the through holes 12, fastening the nut 9 on the other end of the counter-pulling screw rod 8, enabling the first embedded steel plate 4, the second embedded steel plate 5 and the connecting part 3 to be fixed, fixing the wood beam 2 on a wood column 1, finally placing a first wood cover 6 on the top of the first embedded steel plate 4, and placing a second wood cover 7 on the bottom of the second embedded steel plate 5; furthermore, the outer sides of the first wood cover 6 and the second wood cover 7 can be bound by using a steel wire rope, so that the first wood cover 6 and the second wood cover 7 are prevented from loosening and falling off for a long time;
further, the fixed column connects steel sheet anchor clamps: the first pier connection part 19 integrally connected with the upper column 13 is abutted with the second pier connection part 20 integrally connected with the lower column 14, then the third embedded steel plate 15 and the fourth embedded steel plate 16 are respectively placed in the two third limit grooves 21 on the outer sides of the first pier connection part 19 and the second pier connection part 20, so that round holes formed in the first pier connection part 19 and the second pier connection part 20 are communicated with through holes 12 formed in the third embedded steel plate 15 and the fourth embedded steel plate 16, the counter-pulling screw rod 8 is further inserted into the through holes 12, nuts 9 are screwed at two ends of the counter-pulling screw rod 8, finally the third wood cover 17 is placed on the outer side of the third embedded steel plate 15, the fourth wood cover 18 is placed on the outer side of the fourth embedded steel plate 16, and further, steel ropes can be used for binding the outer sides of the third wood cover 17 and the fourth wood cover 18, and the third wood cover 17 and the fourth wood cover 18 are prevented from loosening and falling off for a long time.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (9)
1. Can dismantle two steel sheet anchor clamps node reinforced structure, its characterized in that: including wood post (1), wood roof beam (2) and steel sheet anchor clamps, steel sheet anchor clamps include first embedded steel sheet (4), second embedded steel sheet (5) and to drawing screw rod (8), the one end body coupling of wood roof beam (2) has connecting portion (3) with wood post (1) lateral wall face offset, the top and the bottom of connecting portion (3) are provided with first embedded steel sheet (4) and second embedded steel sheet (5) respectively, fix through setting up to drawing screw rod (8) and nut (9) between first embedded steel sheet (4) and second embedded steel sheet (5), first wood lid (6) can be dismantled on the upper portion of first embedded steel sheet (4), the lower part of second embedded steel sheet (5) can be dismantled and be provided with second wood lid (7), first spacing groove (10) and second spacing groove (11) with first embedded steel sheet (4) and second embedded steel sheet (5) looks adaptation have been seted up on wood post (1) respectively.
2. A removable dual steel panel clamp node reinforcing structure as set forth in claim 1, wherein: the wood column (1) is of a cylindrical structure, a first limit groove (10) and a second limit groove (11) are respectively formed in the upper portion and the lower portion of the position, which are abutted against the connecting portion (3), of the side wall surface of the wood column (1), the first limit groove (10) and the second limit groove (11) are of rectangular groove structures, the first limit groove (10) and the second limit groove (11) are identical in size, and the first limit groove (10) and the second limit groove (11) are of up-down symmetrical structures.
3. A removable dual steel panel clamp node reinforcing structure as set forth in claim 1, wherein: the first embedded steel plate (4) and the second embedded steel plate (5) are of rectangular plate-shaped structures, one ends of the first embedded steel plate (4) and the second embedded steel plate (5) are respectively inserted into the first limiting groove (10) and the second limiting groove (11), and a plurality of circular through holes (12) are formed in the other ends of the first embedded steel plate (4) and the second embedded steel plate (5).
4. A removable dual steel panel clamp node reinforcing structure as set forth in claim 3, wherein: the opposite-pulling screw rod (8) is inserted into the through holes (12) of the first embedded steel plate (4) and the second embedded steel plate (5), the opposite-pulling screw rod (8) penetrates through the connecting part (3) through the first embedded steel plate (4) and penetrates out of the bottom surface of the second embedded steel plate (5), and the top and the bottom of the opposite-pulling screw rod (8) are fastened through the nuts (9).
5. The removable dual steel panel clamp node reinforcing structure of claim 4, wherein: external threads matched with the nuts (9) are arranged on the side walls of the top and the bottom of the opposite-pull screw rod (8).
6. The removable dual steel panel clamp node reinforcing structure of claim 4, wherein: the width of the first embedded steel plate (4) and the width of the second embedded steel plate (5) are smaller than the width of the connecting portion (3), and the first embedded steel plate (4) and the second embedded steel plate (5) are respectively arranged on the top face and the bottom face of the connecting portion (3) in the middle.
7. A removable dual steel panel clamp node reinforcing structure as set forth in claim 1, wherein: the utility model discloses a wooden board structure, including first wooden lid (6) and second wooden lid (7), both sides board joint of first wooden lid (6) is in the both sides of first embedded steel sheet (4), and the both sides wall of first wooden lid (6) is parallel and level mutually with the lateral wall of connecting portion (3), and the both sides board joint of second wooden lid (7) is in the both sides of second embedded steel sheet (5), and the both sides wall of second wooden lid (7) is parallel and level mutually with the lateral wall of connecting portion (3).
8. Can dismantle two steel sheet anchor clamps node reinforced structure, its characterized in that: including last cylinder (13), lower cylinder (14) and steel sheet anchor clamps, steel sheet anchor clamps include third embedded steel sheet (15), fourth embedded steel sheet (16) and to drawing screw rod (8), the bottom of going up cylinder (13) and the top of lower cylinder (14) are respectively an organic whole and are connected with first mound portion (19) and second mound portion (20), all seted up third spacing groove (21) on the lateral wall of first mound portion (19) and second mound portion (20), the activity is provided with third embedded steel sheet (15) and fourth embedded steel sheet (16) in two third spacing grooves (21) respectively, third embedded steel sheet (15) and fourth embedded steel sheet (16) are all fixed through wearing to establishing to drawing screw rod (8) and using nut (9), evenly distributed has a plurality of through-holes (12) on third embedded steel sheet (15) and fourth embedded steel sheet (16), the outside of third embedded steel sheet (16) is provided with third wood lid (17) and fourth wood lid (18) respectively.
9. The removable dual steel panel clamp node reinforcing structure of claim 8, wherein: the first pier connection part (19) and the second pier connection part (20) are of semi-cylindrical structures, the first pier connection part (19) and the second pier connection part (20) are arranged in an up-down symmetrical structure, and round holes for penetrating the opposite-pulling screw rods (8) are formed in the first pier connection part (19) and the second pier connection part (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321210850.5U CN219993225U (en) | 2023-05-18 | 2023-05-18 | Can dismantle two steel sheet anchor clamps node reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321210850.5U CN219993225U (en) | 2023-05-18 | 2023-05-18 | Can dismantle two steel sheet anchor clamps node reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219993225U true CN219993225U (en) | 2023-11-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321210850.5U Active CN219993225U (en) | 2023-05-18 | 2023-05-18 | Can dismantle two steel sheet anchor clamps node reinforced structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN219993225U (en) |
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2023
- 2023-05-18 CN CN202321210850.5U patent/CN219993225U/en active Active
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