CN212224320U - Arc-shaped shear wall with steel tube bundle with ear plates and toothed steel plates - Google Patents
Arc-shaped shear wall with steel tube bundle with ear plates and toothed steel plates Download PDFInfo
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- CN212224320U CN212224320U CN202020169145.5U CN202020169145U CN212224320U CN 212224320 U CN212224320 U CN 212224320U CN 202020169145 U CN202020169145 U CN 202020169145U CN 212224320 U CN212224320 U CN 212224320U
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Abstract
The utility model discloses an arc shear force wall with take otic placode steel tube bank and profile of tooth steel sheet, including the steel-pipe bundle two of one side is restrainted to the steel-pipe and is located the steel-pipe, the steel-pipe is restrainted the profile of tooth steel sheet one and the profile of tooth steel sheet two that are equipped with the symmetry setting between two with the steel-pipe, and the steel-pipe is restrainted one and is all drawn together two straight steel sheets with the steel-pipe, and two adjacent straight steel sheets are kept away from the one end of profile of tooth steel sheet and are passed through the arc steel sheet and connect, and two adjacent straight steel sheets are kept away from the corresponding side of the one end of arc steel sheet and all are. The beneficial effects are that: through setting up being connected of linking up steel sheet and otic placode to the setting of cooperation screw rod and bracing piece, the effectual stability that has improved steel-pipe bundle one and steel-pipe bundle two has effectually reduced the weight of shear force wall, and then the effectual cost of having practiced thrift.
Description
Technical Field
The utility model relates to a shear force wall field particularly, relates to an arc shear force wall with take otic placode steel tube bank and profile of tooth steel sheet.
Background
The shear wall is also called as a wind-resistant wall, an earthquake-resistant wall or a structural wall, is a wall body which mainly bears horizontal load and vertical load caused by wind load or earthquake action in a house or a building and can prevent the shear damage of the structure. Along with the development of shear force wall, the shear force wall has appeared diversified form, and wherein, steel-pipe bundle steel plate concrete composite shear wall is a neotype shear wall structure promptly, and this kind of shear wall structure can be better performance steel matter even, the intensity is high and the big advantage of concrete rigidity, and steel-pipe bundle steel plate adopts a lot of bolted connection to form, and then leads to the efficiency of construction low, and the steel sheet material consumes more simultaneously, and then leads to the input cost great.
An effective solution to the problems in the related art has not been proposed yet.
SUMMERY OF THE UTILITY MODEL
To the problem among the correlation technique, the utility model provides an arc shear force wall with take otic placode steel tube bank and profile of tooth steel sheet to overcome the above-mentioned technical problem that current correlation technique exists.
Therefore, the utility model discloses a specific technical scheme as follows:
an arc-shaped shear wall with a steel tube bundle with ear plates and a tooth-shaped steel plate comprises a first steel tube bundle and a second steel tube bundle positioned on one side of the first steel tube bundle, a first tooth-shaped steel plate and a second tooth-shaped steel plate which are symmetrically arranged are arranged between the first steel pipe bundle and the second steel pipe bundle, the first steel pipe bundle and the second steel pipe bundle both comprise two straight steel plates, one ends of the two adjacent straight steel plates, which are far away from the first tooth-shaped steel plate, are connected through an arc-shaped steel plate, the corresponding side surfaces of the two adjacent straight steel plates, which are far away from the one ends of the arc-shaped steel plates, are respectively provided with a first lug plate, the two adjacent lug plates are connected through a plurality of connecting steel plates, one ends of the straight steel plates, which are far away from the arc-shaped steel plates, are respectively provided with a second lug plate, the two ends of the first tooth-shaped steel plate and the two ends of the second tooth-shaped steel plate are respectively provided with a third lug plate matched with the second lug plate, and the middle positions of the first tooth-shaped steel plate and the second tooth-shaped steel plate are connected through split bolts.
Preferably, the two ends of the connecting steel plate are provided with hook plates matched with the first ear plates.
Preferably, the first ear plate, the second ear plate, the third ear plate and the hook plate are all hook-shaped structures.
Preferably, the adjacent connecting steel plates are connected through symmetrically arranged support rods.
Preferably, threaded holes are formed in the middle of one side, close to the arc-shaped steel plate, of the plurality of connecting steel plates, a plurality of screws extending into the threaded holes penetrate through the middle of the arc-shaped steel plate, and the screws are arranged in parallel.
Preferably, thread grooves matched with the split bolts are formed in the middle positions of the first toothed steel plate and the second toothed steel plate.
The utility model has the advantages that: through setting up the connection of otic placode two and otic placode three, make to realize that steel-pipe bundle one and steel-pipe bundle two all are connected with steel-pipe bundle two and profile of tooth steel sheet interlock, simplify construction process, and simple to operate and effectual construction degree of difficulty that has reduced, through the setting of split bolt, the stability of being connected of steel-pipe bundle two and profile of tooth steel sheet one has been improved, for pouring of concrete has improved safety, through setting up the connection of linking up steel sheet and otic placode one, and the setting of cooperation screw rod and bracing piece, the effectual stability that has improved steel-pipe bundle one and steel-pipe bundle two, the effectual weight that reduces the shear force wall, and then the effectual cost of having practiced thrift.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a top view of an arcuate shear wall having a steel tube bundle with otic panels and a castellated steel plate in accordance with an embodiment of the present invention;
fig. 2 is a side view of a splice steel plate having an arcuate shear wall with an ear plate steel tube bundle and a tooth steel plate in accordance with an embodiment of the present invention.
In the figure:
1. a first steel pipe bundle; 2. a second steel pipe bundle; 3. a first toothed steel plate; 4. a toothed steel plate II; 5. a straight steel plate; 6. an arc-shaped steel plate; 7. a first ear plate; 8. connecting steel plates; 9. a second ear plate; 10. a third ear plate; 11. oppositely pulling the bolts; 12. a screw; 13. a support bar; 14. a threaded bore.
Detailed Description
For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.
According to the utility model discloses an embodiment provides an arc shear force wall with take otic placode steel tube bank and profile of tooth steel sheet.
The first embodiment is as follows:
as shown in fig. 1-2, the arc shear wall with the steel tube bundle with the ear plates and the tooth-shaped steel plates according to the embodiment of the invention comprises a first steel tube bundle 1 and a second steel tube bundle 2 located on one side of the first steel tube bundle 1, wherein a first tooth-shaped steel plate 3 and a second tooth-shaped steel plate 4 are symmetrically arranged between the first steel tube bundle 1 and the second steel tube bundle 2, the first steel tube bundle 1 and the second steel tube bundle 2 both comprise two straight steel plates 5, one ends of the two adjacent straight steel plates 5, which are far away from the first tooth-shaped steel plate 3, are connected through an arc-shaped steel plate 6, the corresponding sides of one ends of the two adjacent straight steel plates 5, which are far away from the arc-shaped steel plate 6, are respectively provided with an ear plate one 7, the two adjacent ear plates one 7 are connected through a plurality of connecting steel plates 8, one ends of the plurality of the straight steel plates 5, which are far away from the arc-shaped steel plate 6, are respectively provided with an ear plate two 9, two ends, the middle positions of the first toothed steel plate 3 and the second toothed steel plate 4 are connected through split bolts 11.
Example two:
as shown in fig. 1-2, two ends of the connecting steel plate 8 are provided with hook plates matched with the first ear plates 7; the ear plate I7, the ear plate II 9, the ear plate III 10 and the hook-shaped plate are all hook-shaped structures; the adjacent connecting steel plates 8 are connected through symmetrically arranged support rods 13; threaded holes 14 are formed in the middle positions of the side, close to the arc-shaped steel plates 6, of the connecting steel plates 8, a plurality of screw rods 12 extending into the threaded holes 14 penetrate through the middle positions of the arc-shaped steel plates 6, and the screw rods 12 are arranged in parallel; thread grooves matched with the split bolts 11 are formed in the middle positions of the first toothed steel plate 3 and the second toothed steel plate 4. From above-mentioned design it is difficult to see out, the otic placode of adopting hook-shaped structure 7, otic placode two 9, otic placode three 10 and hook-shaped board, effectually brings the convenience for the installation, has improved connection stability simultaneously, and the screw rod 12 is effectual to be connected linking up steel sheet 8 and arc steel sheet 6, and then makes whole steel-pipe bundle 1 and steel-pipe bundle two 2 more stable, the effectual cost of having practiced thrift.
For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.
In practical application, a worker welds two ends of the support rod 13 on the connecting steel plate 8, and then engages the hook plate on the connecting steel plate 8 with the ear plate I7, so that the two straight steel plates 5, the connecting steel plate 8 and the arc-shaped steel plate 6 are integrated into a whole, and then the staff passes the screw 12 through the arc-shaped steel plate 6 and extends into the threaded hole 14, so that the arc-shaped steel plate 6 is connected with the connecting steel plate 8, the stability is improved, the manufacturing materials of the steel pipe bundle I1 and the steel pipe bundle II 2 are reduced, further saving the cost, further leading the staff to bite the second ear plate 9 on the straight steel plate 5 with the first ear plate 10 on the first tooth-shaped steel plate 3 and the second ear plate 4, fixing the first tooth-shaped steel plate 3 and the second tooth-shaped steel plate 4 through the split bolt 11, and then concrete is poured into a space surrounded by the first steel pipe bundle 1, the second steel pipe bundle 2, the first tooth-shaped steel plate 3 and the second tooth-shaped steel plate 4 to manufacture the shear wall.
To sum up, with the help of the above technical scheme of the utility model, through the connection that sets up otic placode two 9 and otic placode three 10, make and realize that steel-pipe bundle one 1 and steel-pipe bundle two 2 all are connected with steel-pipe bundle two 2 and a profile of tooth steel sheet 3 interlock, simplify construction process, and simple to operate and effectual construction degree of difficulty that has reduced, through the setting to stay bolt 11, the stability of being connected of steel-pipe bundle two 2 and profile of tooth steel sheet one 3 has been improved, pour for the concrete and improved safety, through setting up being connected of linking up steel sheet 8 and otic placode one 7, and the setting of cooperation screw rod 12 and bracing piece 13, the effectual stability of steel-pipe bundle one 1 and steel-pipe bundle two 2 that has improved, the effectual weight that reduces the shear force wall, and then the effectual cost of having practiced.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The arc-shaped shear wall with the steel tube bundle with the lug plates and the toothed steel plates is characterized by comprising a first steel tube bundle (1) and a second steel tube bundle (2) positioned on one side of the first steel tube bundle (1), wherein the first toothed steel plate (3) and the second toothed steel plate (4) which are symmetrically arranged are arranged between the first steel tube bundle (1) and the second steel tube bundle (2), the first steel tube bundle (1) and the second steel tube bundle (2) respectively comprise two straight steel plates (5), one ends, far away from the first toothed steel plate (3), of the two adjacent straight steel plates (5) are connected through the arc-shaped steel plates (6), the corresponding side faces, far away from one ends of the arc-shaped steel plates (6), of the two adjacent straight steel plates (5) are respectively provided with the lug plates (7), the first lug plates (7) are connected through a plurality of connecting steel plates (8), the one ends, far away from the arc-shaped steel plates (6), of the straight steel plates (5) are respectively provided with the lug plates (, the two ends of the first toothed steel plate (3) and the second toothed steel plate (4) are respectively provided with a third lug plate (10) matched with the second lug plate (9), and the middle positions of the first toothed steel plate (3) and the second toothed steel plate (4) are connected through split bolts (11).
2. The curved shear wall with the steel tube bundle with the ear plates and the toothed steel plates as set forth in claim 1, characterized in that the two ends of the connecting steel plates (8) are provided with hook plates which are matched with the first ear plates (7).
3. The curved shear wall having a bundle of steel plates with lugs and toothed steel plates according to claim 2, wherein the first lug plate (7), the second lug plate (9), the third lug plate (10) and the hook plate are all hook-shaped structures.
4. An arcuate shear wall having a bundle of steel tubes with ear plates and toothed steel plates, according to claim 1, wherein adjacent said steel plates (8) are connected by symmetrically arranged support rods (13).
5. The arc-shaped shear wall with the steel tube bundles with the ear plates and the toothed steel plates as claimed in claim 1, wherein a plurality of threaded holes (14) are formed in the middle positions of one side, close to the arc-shaped steel plates (6), of the connecting steel plates (8), a plurality of threaded rods (12) extending into the threaded holes (14) penetrate through the middle positions of the arc-shaped steel plates (6), and the threaded rods (12) are arranged in parallel.
6. The arc-shaped shear wall with the steel tube bundle with the ear plates and the toothed steel plates as claimed in claim 1, wherein thread grooves matched with the split bolts (11) are formed in the middle positions of the first toothed steel plate (3) and the second toothed steel plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020169145.5U CN212224320U (en) | 2020-02-14 | 2020-02-14 | Arc-shaped shear wall with steel tube bundle with ear plates and toothed steel plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020169145.5U CN212224320U (en) | 2020-02-14 | 2020-02-14 | Arc-shaped shear wall with steel tube bundle with ear plates and toothed steel plates |
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| Publication Number | Publication Date |
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| CN212224320U true CN212224320U (en) | 2020-12-25 |
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| CN202020169145.5U Expired - Fee Related CN212224320U (en) | 2020-02-14 | 2020-02-14 | Arc-shaped shear wall with steel tube bundle with ear plates and toothed steel plates |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942631A (en) * | 2021-02-04 | 2021-06-11 | 中建七局第一建筑有限公司 | Steel tube bundle combined shear wall |
-
2020
- 2020-02-14 CN CN202020169145.5U patent/CN212224320U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942631A (en) * | 2021-02-04 | 2021-06-11 | 中建七局第一建筑有限公司 | Steel tube bundle combined shear wall |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201225 Termination date: 20220214 |
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| CF01 | Termination of patent right due to non-payment of annual fee |