CN207296083U - A kind of wavelike wall being connected easy to newel post with girder steel - Google Patents
A kind of wavelike wall being connected easy to newel post with girder steel Download PDFInfo
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- CN207296083U CN207296083U CN201721325229.8U CN201721325229U CN207296083U CN 207296083 U CN207296083 U CN 207296083U CN 201721325229 U CN201721325229 U CN 201721325229U CN 207296083 U CN207296083 U CN 207296083U
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- newel post
- hole
- internal partition
- outer ring
- wall
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Abstract
The utility model discloses a kind of wavelike wall being connected easy to newel post with girder steel, including corrugated steel and newel post, cavity is formed between newel post and corrugated steel;The lateral surface of newel post is equipped with outer ring plate, and outer ring plate is equipped with notch, and the inner wall of notch and the lateral surface of newel post are welded and fixed;The medial surface of newel post is equipped with internal partition, and internal partition is equipped with first through hole;The side of newel post is equipped with the second through hole, and the second through hole is arranged on the side of corrugated steel, and the inner space of newel post is connected by the second through hole with cavity, and internal partition is arranged on the second through hole, and inner space and the cavity of newel post are equipped with concrete.The load-carrying properties of the utility model can be greatly improved, with low, the good in economic efficiency effect of steel using amount, beam-column connection can be simplified at the same time, ensure that node meets basic mechanical performance, increase the bonding strength between beam column, and made when setting internal partition without pillar is blocked, integral manufacturing is efficient, and closely knit concrete can be irrigated below internal partition.
Description
Technical field
The utility model belongs to building structure technology field, and in particular to a kind of waveform being connected easy to newel post with girder steel
Wall.
Background technology
Steel plate shear force wall has preferable shear stiffness, has in nigh-level synthesis and preferably uses market.Mesh
Preceding common combined steel plate shearing force wall is generally formed by plain plate and Combined concrete.Plain plate compound shear wall is generally divided into two
Kind form, one kind is single flat steel plate combined shear wall, and another kind is double-deck plain plate compound shear wall.So-called individual layer plain plate
Compound shear wall casting concrete or placement precast slab, concrete i.e. on the outside of individual layer steel plate can be only placed at plain plate
Side, is also disposed at plain plate both sides;So-called bilayer plain plate compound shear wall pours coagulation between double-deck plain plate
Soil.
Combined steel plate shearing force wall has the advantages of steel plate shear force wall and concrete shear force wall concurrently, and realizes performance complement, antidetonation
Superior performance, is to apply a kind of more lateral resistant member at present.When steel plate shear force wall is connected with girder steel at present, steel plate shear force wall
Steel using amount is larger, the reason is that the local stability performance difference of steel plate is, it is necessary to which certain thickness of slab and ribbed stiffener construction ensure the part of steel plate
Stability bearing capacity;And combined steel plate shearing force wall sets internal partition to be attached when being connected with girder steel using in column, its need by
Pillar, which blocks, to be made.
Utility model content
The utility model aim is to solve above-mentioned technical problem existing in the prior art, there is provided one kind easy to newel post with
The wavelike wall of girder steel connection, its load-carrying properties can be greatly improved, and have low, the good in economic efficiency effect of steel using amount,
Beam-column connection can be simplified at the same time, ensure that node meets basic mechanical performance, increase the bonding strength between beam column, Er Qie
Set and made during internal partition without pillar is blocked, integral manufacturing is efficient, and can be irrigated below internal partition closely knit
Concrete.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical solution:
A kind of wavelike wall being connected easy to newel post with girder steel, it is characterised in that:Including corrugated steel and newel post, corrugated steel
It is fixed between newel post, corrugated steel is symmetrical arranged, and cavity is formed between newel post and corrugated steel;The lateral surface of newel post is equipped with outer
Ring flat-plate, outer ring plate are equipped with notch, and the inner wall of notch and the lateral surface of newel post are welded and fixed;The medial surface of newel post is equipped with internal partition,
Internal partition is arranged on the lower section of outer ring plate, and internal partition is equipped with first through hole;The side of newel post is equipped with the second through hole, and the second through hole is arranged on
The side of corrugated steel, the inner space of newel post are connected by the second through hole with cavity, and internal partition is arranged on the second through hole, newel post
Inner space and cavity be equipped with concrete.The load-carrying properties of the wavelike wall can be greatly improved, and have steel using amount
Low, good in economic efficiency effect, while beam-column connection can be simplified, ensure that node meets basic mechanical performance, increase beam column
Between bonding strength, and made when setting internal partition without pillar be blocked, integral manufacturing is efficient, and can be right
Closely knit concrete is irrigated below internal partition.
Further, the side of outer ring plate is equipped with welding end, welds and is equipped between the side of end and the side of outer ring plate
Inclined-plane, is fixedly connected easy to outer ring plate with the top flange of girder steel by weld seam.
Further, the lateral surface of newel post is equipped with connecting plate, and connecting plate is arranged between outer ring plate and internal partition, and the one of connecting plate
The outer surface with newel post is held to be welded and fixed, the other end of connecting plate is fixedly connected with the web of girder steel by high-strength bolt, is realized
The web of girder steel is fixedly connected with newel post.
Further, the side of newel post is equipped with bracing piece, and bracing piece is laterally arranged on the second through hole, improves the steady of newel post's side wall
It is qualitative.
Further, first through hole is in rounded shape, easy to make internal partition.
Further, the rectangular shape of the second through hole, easy to make newel post, and meanwhile it is so that mixed in the cavity and newel post of wavelike wall
Solidifying soil flows smoothly.
The utility model is by adopting the above-described technical solution, have the advantages that:
The utility model forms wavelike wall using corrugated steel and newel post, between newel post, corrugated steel and concrete three
Can effectively it bond, its load-carrying properties can be greatly improved, and have low, the good in economic efficiency effect of steel using amount.
The utility model sets outer ring plate in the lateral surface of newel post, and outer ring plate is equipped with notch, the inner wall of notch and newel post
Lateral surface is welded and fixed, and the setting of outer ring plate does not influence the structure of corrugated steel.The utility model is using outer ring plate and girder steel
Top flange is fixedly connected, and the web of girder steel and lower flange are directly fixedly connected with newel post, then inside newel post set in every
Plate, then to the inner space of newel post and cavity concrete perfusion, realizes the connection of wavelike wall and girder steel.The utility model can letter
Change beam-column connection, ensure that node meets basic mechanical performance, increase the bonding strength between beam column.
When the utility model sets internal partition inside newel post, internal partition is holded up to be put into newel post by the second through hole
In, then by internal partition traverse, then to being welded and fixed inside internal partition and newel post, without will so when setting internal partition
Pillar, which blocks, to be made, and integral manufacturing is efficient.The side of newel post is equipped with the second through hole in the utility model at the same time, and second is logical
Hole is arranged on the side of corrugated steel, and the inner space of newel post is connected by the second through hole with cavity, and internal partition is arranged on the second through hole
Place, so at the inner space to newel post and cavity concrete perfusion so that the concrete in the cavity and newel post of wavelike wall
Circulation, closely knit concrete can be irrigated below internal partition, improves the intensity of newel post, is connected beneficial to newel post with girder steel.
Brief description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings:
Fig. 1 is a kind of structure diagram for the wavelike wall being connected easy to newel post with girder steel of the utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the structure diagram of newel post in the utility model;
Fig. 4 is the structure diagram of internal partition in the utility model;
Fig. 5 is the structure diagram of outer ring plate in the utility model;
Fig. 6 is the structure diagram that the utility model is connected with girder steel.
In figure, 1- corrugated steels;2- newel posts;3- cavitys;4- outer ring plates;5- internal partitions;6- first through hole;7- second is logical
Hole;8- notches;9- welds end;10- inclined-planes;11- connecting plates;12- bracing pieces;13- top flanges;14- lower flanges;15- webs.
Embodiment
As shown in Figures 1 to 6, it is a kind of wavelike wall being connected easy to newel post with girder steel of the utility model, including corrugated steel
Plate 1 and newel post 2, corrugated steel 1 are fixed between newel post 2, and corrugated steel 1 is symmetrical arranged, shape between newel post 2 and corrugated steel 1
Into cavity 3.
The lateral surface of newel post 2 is equipped with outer ring plate 4, and outer ring plate 4 is equipped with notch 8, the inner wall of notch 8 and the lateral surface of newel post 2
It is welded and fixed, the setting of outer ring plate 4 does not influence the structure of corrugated steel 1.The side of outer ring plate 4 is equipped with welding end 9, welding ends
Inclined-plane 10 is equipped between the side in portion 9 and the side of outer ring plate 4, is consolidated easy to outer ring plate 4 and the top flange 13 of girder steel by weld seam
Fixed connection.The medial surface of newel post 2 is equipped with internal partition 5, and internal partition 5 is arranged on the lower section of outer ring plate 4, and internal partition 5 is equipped with first through hole
6, first through hole 6 is in rounded shape, and easy to make internal partition 5, first through hole 6 is used for newel post's 2 inner concrete circulation.Outside newel post 2
Side is equipped with connecting plate 11, and connecting plate 11 is arranged between outer ring plate 4 and internal partition 5, one end of connecting plate 11 and the appearance of newel post 2
Face is welded and fixed, and the other end of connecting plate 11 is fixedly connected with the web 15 of girder steel by high-strength bolt, realizes the web of girder steel
15 are fixedly connected with newel post 2.The lower flange 14 of girder steel is welded and fixed by weld seam with newel post 2 lateral surface.
The side of newel post 2 is equipped with the second through hole 7, and the second through hole 7 is arranged on the side of corrugated steel 1, the inner space of newel post 2
Connected by the second through hole 7 with cavity 3, internal partition 5 is arranged at the second through hole 7.The side of newel post 2 is equipped with bracing piece 12, strengthens
Bar 12 is laterally arranged at the second through hole 7, improves the stability of 2 side wall of newel post.Second through hole, 7 rectangular shape, easy to make newel post
2, while the cavity 3 of wavelike wall is flowed smoothly with the concrete in newel post 2.The utility model is in the inner space of newel post 2
Concrete is equipped with cavity 3.
The utility model forms wavelike wall, newel post 2, corrugated steel 1 and concrete three using corrugated steel 1 and newel post 2
Between can effectively bond, its load-carrying properties can be greatly improved, and have low, the good in economic efficiency effect of steel using amount.
The utility model is fixedly connected using outer ring plate 4 with the top flange 13 of girder steel, the web 15 of girder steel and lower flange 14
Directly it is fixedly connected with newel post 2, then internal partition 5 is set inside newel post 2, then to the inner space of newel post 2 and cavity 3
Concrete perfusion, realizes the connection of wavelike wall and girder steel.The utility model can simplify beam-column connection, ensure that node meets base
This mechanical property, increases the bonding strength between beam column.
When the utility model sets internal partition 5 inside newel post 2, internal partition 5 is holded up to be put into end by the second through hole 7
In column 2, then by 5 traverse of internal partition, then to being welded and fixed inside internal partition 5 and newel post 2, so internal partition 5 is being set
Pillar is blocked and made by Shi Wuxu, and integral manufacturing is efficient.The side of newel post 2 is logical equipped with second in the utility model at the same time
Hole 7, the second through hole 7 are arranged on the side of corrugated steel 1, and the inner space of newel post 2 connected by the second through hole 7 with cavity 3, it is interior every
Plate 5 is arranged at the second through hole 7, so at the inner space to newel post 2 and 3 concrete perfusion of cavity so that the sky of wavelike wall
Chamber 3 circulates with the concrete in newel post 2, and closely knit concrete can be irrigated below internal partition 5, improves the intensity of newel post 2, is beneficial to
Newel post 2 is connected with girder steel.
The above are only specific embodiments of the present invention, but the technical characteristics of the utility model is not limited thereto.Appoint
How based on the utility model, to solve essentially identical technical problem, essentially identical technique effect is realized, it is made
Simple change, equivalent substitution or modification etc., are all covered by among the scope of protection of the utility model.
Claims (6)
- A kind of 1. wavelike wall being connected easy to newel post with girder steel, it is characterised in that:Including corrugated steel and newel post, the corrugated steel Plate is fixed between the newel post, and the corrugated steel is symmetrical arranged, and cavity is formed between the newel post and the corrugated steel; The lateral surface of the newel post is equipped with outer ring plate, and the outer ring plate is equipped with notch, the inner wall of the notch and the outside of the newel post Face is welded and fixed;The medial surface of the newel post is equipped with internal partition, and the internal partition is arranged on the lower section of the outer ring plate, it is described in every Plate is equipped with first through hole;The side of the newel post is equipped with the second through hole, and second through hole is arranged on the side of the corrugated steel, The inner space of the newel post is connected by second through hole with the cavity, and the internal partition is arranged on second through hole Place, the inner space of the newel post are equipped with concrete with the cavity.
- A kind of 2. wavelike wall being connected easy to newel post with girder steel according to claim 1, it is characterised in that:The outer ring plate Side be equipped with welding end, it is described welding end side and the outer ring plate side between be equipped with inclined-plane.
- A kind of 3. wavelike wall being connected easy to newel post with girder steel according to claim 1, it is characterised in that:The newel post Lateral surface is equipped with connecting plate, and the connecting plate is arranged between the outer ring plate and the internal partition.
- A kind of 4. wavelike wall being connected easy to newel post with girder steel according to claim 1, it is characterised in that:The newel post Side is equipped with bracing piece, and the bracing piece is laterally arranged on second through hole.
- A kind of 5. wavelike wall being connected easy to newel post with girder steel according to claim 1, it is characterised in that:Described first is logical Hole is in rounded shape.
- A kind of 6. wavelike wall being connected easy to newel post with girder steel according to claim 1, it is characterised in that:Described second is logical The rectangular shape in hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721325229.8U CN207296083U (en) | 2017-10-16 | 2017-10-16 | A kind of wavelike wall being connected easy to newel post with girder steel |
Applications Claiming Priority (1)
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CN201721325229.8U CN207296083U (en) | 2017-10-16 | 2017-10-16 | A kind of wavelike wall being connected easy to newel post with girder steel |
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CN207296083U true CN207296083U (en) | 2018-05-01 |
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CN201721325229.8U Active CN207296083U (en) | 2017-10-16 | 2017-10-16 | A kind of wavelike wall being connected easy to newel post with girder steel |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学(深圳) | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
CN112726879A (en) * | 2020-12-28 | 2021-04-30 | 同济大学 | Corrugated steel plate composite wall structure system and design method thereof |
-
2017
- 2017-10-16 CN CN201721325229.8U patent/CN207296083U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学(深圳) | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
CN112726879A (en) * | 2020-12-28 | 2021-04-30 | 同济大学 | Corrugated steel plate composite wall structure system and design method thereof |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 311400 No.18, Changkou East Street, Changkou Town, Fuyang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang Zhongnan Lvjian Technology Group Co.,Ltd. Address before: No.245, BINKANG Road, Binjiang District, Hangzhou City, Zhejiang Province 310052 Patentee before: ZHEJIANG ZHONGNAN CONSTRUCTION GROUP STEEL STRUCTURE Co.,Ltd. |
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CP03 | Change of name, title or address |