CN214738860U - Floor and shear force wall's that construction used connection structure - Google Patents
Floor and shear force wall's that construction used connection structure Download PDFInfo
- Publication number
- CN214738860U CN214738860U CN202120730502.5U CN202120730502U CN214738860U CN 214738860 U CN214738860 U CN 214738860U CN 202120730502 U CN202120730502 U CN 202120730502U CN 214738860 U CN214738860 U CN 214738860U
- Authority
- CN
- China
- Prior art keywords
- wall
- steel plate
- shear
- floor slab
- main body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 82
- 239000010959 steel Substances 0.000 claims abstract description 82
- 238000009435 building construction Methods 0.000 claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 239000004567 concrete Substances 0.000 abstract description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 4
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005536 corrosion prevention Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a connecting structure of a floor slab and a shear wall for building construction, which comprises a shear wall main body, a floor slab main body, fixed angle steel, a limit bolt and a fixed bolt; the outer wall of one side of the floor slab main body is fixedly connected with the outer wall of one side of the shear wall main body; the outer wall of the top end of the fixed angle steel is fixedly connected with the outer wall of the bottom end of the floor slab main body; the outer wall of one side of the fixed angle steel is fixedly connected to the outer wall of one side of the shear wall main body. The utility model discloses a fixed angle steel is with shear force wall main part, the floor main part is connected fixedly, the security of guarantee structure, through first circular port, the fixed even post of second and first fixed even post, the interconnect of second circular port forms a shear force wall frame, then through fixing bolt with first steel sheet, internal thread on the second steel sheet with bear the weight of even epaxial hookup round hole fixed, form the rigid connection between shear force wall and the floor, thereby convenient follow-up carries out concrete placement to shear force wall and floor, improve the safety and stability of structure.
Description
Technical Field
The utility model relates to a shear force wall technical field, in particular to floor and shear force wall's connection structure that construction used.
Background
The shear wall structure is characterized in that a reinforced concrete wallboard is used for replacing a beam column in a frame structure, internal force caused by various loads can be borne, and horizontal force of the structure can be effectively controlled.
Through the retrieval, chinese patent application number is CN 201721182866.4's patent, discloses a connecting device of shear force wall and concrete wall floor among building structure, including base, spring one, briquetting, sealed lid, buckle, area pole splint, trompil splint, fly leaf, spring two and opening plate, sealed lid assembly is in the base upper end, the briquetting is installed in the inside bottom of sealed lid, spring one is fixed at the briquetting left end, the buckle sets up at sealed lid right-hand member, and this design has realized utilizing sealed lid to carry out the leakproofness protection to the bolt, the trompil splint are installed on taking the pole splint, the fly leaf sets up inside the opening plate, the fly leaf is installed on taking the pole splint, spring two assembles at the fly leaf right-hand member, spring two are fixed at the inside right wall of opening plate.
In the above-mentioned patent, there are following deficiencies in a connecting device of shear force wall and concrete wall floor among building structure: the connecting device of the shear wall and the concrete wall floor slab needs to punch the shear wall, the strength of the shear wall is reduced after the hole is formed in the site, and potential safety hazards caused by damage to surface fire prevention and corrosion prevention layers after welding are destroyed, so that the strength between the shear wall and the floor slab is influenced.
SUMMERY OF THE UTILITY MODEL
In view of this, the embodiment of the present invention is intended to provide a connecting structure of a floor slab and a shear wall for building construction, so as to solve or alleviate the technical problems in the prior art, and at least provide a useful choice.
The embodiment of the utility model provides a technical scheme is so realized: a connecting structure of a floor slab and a shear wall for building construction; the shear wall comprises a shear wall main body, a floor slab main body, fixed angle steel, a limiting bolt and a fixed bolt; the outer wall of one side of the floor slab main body is fixedly connected with the outer wall of one side of the shear wall main body; the outer wall of the top end of the fixed angle steel is fixedly connected with the outer wall of the bottom end of the floor slab main body; the outer wall of one side of the fixed angle steel is fixedly connected to the outer wall of one side of the shear wall main body.
In some embodiments, the shear wall body comprises a first steel plate, a second steel plate; the outer wall of one side of the first steel plate is welded with first fixed connecting columns which are uniformly distributed; first steel sheet one side inner wall processing has evenly distributed's first circular port.
In some embodiments, the outer wall of one side of the second steel plate is welded with uniformly distributed second fixed connecting columns; internal threads are machined on the inner walls of one sides of the first fixed connecting column and the second fixed connecting column.
In some embodiments, the peripheral outer wall of the second fixed connecting column is slidably connected with the inner wall of one side of the first circular hole; second circular holes are uniformly distributed on the inner wall of one side of the second steel plate; the outer wall all around of first fixed even post is sliding connection in second circular port one side inner wall.
In some embodiments, the floor slab body comprises a load-bearing tie plate; the inner wall of one side of the bearing connecting plate is provided with evenly distributed connecting round holes; the outer wall of the top end of the bearing connecting plate is provided with a tooth-shaped groove.
In some embodiments, the internal thread and the coupling circular hole are coupled by a fixing bolt.
In some embodiments, the fixed angle comprises a longitudinal steel plate, a transverse steel plate; the outer wall of one side of the longitudinal steel plate is welded on the outer wall of one side of the transverse steel plate; reinforcing ribs are welded on the outer wall of the bottom end of the transverse steel plate; the outer wall of one side of the reinforcing rib is welded on the outer wall of one side of the longitudinal steel plate.
In some embodiments, the inner walls of one sides of the longitudinal steel plate and the transverse steel plate are both provided with limiting connecting holes; limiting holes are formed in the outer walls of one sides of the first steel plate, the second steel plate and the bearing connecting plate; the limiting hole is connected with the limiting connecting hole through a limiting bolt.
The embodiment of the utility model provides a owing to adopt above technical scheme, it has following advantage:
1. the utility model discloses a fixed angle steel is with shear force wall main part, the floor main part is connected fixedly, the security of guarantee structure, through first circular port, the fixed even post of second and first fixed even post, the interconnect of second circular port forms a shear force wall frame, then through fixing bolt with first steel sheet, internal thread on the second steel sheet with bear the weight of even epaxial hookup round hole fixed, form the rigid connection between shear force wall and the floor, thereby convenient follow-up carries out concrete placement to shear force wall and floor, the safety and stability of improvement structure.
2. The pressure of concrete on the bearing connecting plate is transmitted to the reinforcing steel bars, the reinforcing steel bars are transmitted to the tooth-shaped grooves, finally, the pressure is transmitted to the shear wall through the tooth-shaped grooves, the safety of the device is improved, the integral protection of the building is realized by the shear wall, and when the shear wall and the floor have the trend of relative horizontal displacement, the floor cannot be split by the shear wall.
3. Shear force wall main part of constituteing by first steel sheet, second steel sheet is injectd the shear force wall through the relation between first circular port, the fixed even post of second and second circular port, the first fixed even post, conveniently builds the frame of shear force wall fast.
The foregoing summary is provided for the purpose of description only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments, and features described above, further aspects, embodiments, and features of the present invention will be readily apparent by reference to the drawings and following detailed description.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the embodiments or technical descriptions will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is an overall structure diagram of the present invention;
fig. 2 is an explosion structure diagram of the shear wall main body of the present invention;
FIG. 3 is the internal structure view of the floor slab main body of the present invention;
fig. 4 is the internal structure diagram of the fixed angle iron of the present invention.
Reference numerals:
the shear wall comprises a shear wall body 1, a first steel plate 101, a first fixed connecting column 102, a first circular hole 103, an internal thread 104, a second steel plate 105, a second circular hole 106, a spacing hole 107, a second fixed connecting column 108, a floor slab body 2, a bearing connecting plate 201, a connecting circular hole 202, a tooth-shaped groove 203, fixed angle steel 3, a longitudinal steel plate 301, a transverse steel plate 302, a reinforcing rib 303, a spacing connecting hole 304, a spacing bolt 4 and a fixing bolt 5.
Detailed Description
In the following, only certain exemplary embodiments are briefly described. As those skilled in the art will recognize, the described embodiments may be modified in various different ways, all without departing from the spirit or scope of the present invention. Accordingly, the drawings and description are to be regarded as illustrative in nature, and not as restrictive.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; the connection can be mechanical connection, electrical connection or communication; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
The first embodiment is as follows:
as shown in fig. 1 to 3, an embodiment of the present invention provides a connection structure between a floor slab and a shear wall for building construction; the shear wall comprises a shear wall main body 1, a floor slab main body 2, fixed angle steel 3, a limiting bolt 4 and a fixed bolt 5; the outer wall of one side of the floor slab main body 2 is fixedly connected with the outer wall of one side of the shear wall main body 1; the outer wall of the top end of the fixed angle steel 3 is fixedly connected with the outer wall of the bottom end of the floor slab main body 2; the outer wall of one side of the fixed angle steel 3 is fixedly connected with the outer wall of one side of the shear wall main body 1; the shear wall main body 1 and the floor slab main body 2 are fixedly connected through the fixed angle steel 3, and the safety of the structure is guaranteed.
In one embodiment, the shear wall body 1 comprises a first steel plate 101, a second steel plate 105; the outer wall of one side of the first steel plate 101 is welded with first fixed connecting columns 102 which are uniformly distributed; first circular holes 103 are uniformly distributed on the inner wall of one side of the first steel plate 101; the outer wall of one side of the second steel plate 105 is welded with second fixed connecting columns 108 which are uniformly distributed; internal threads 104 are processed on the inner walls of one sides of the first fixed connecting column 102 and the second fixed connecting column 108; the peripheral outer wall of the second fixed connecting column 108 is connected with the inner wall of one side of the first circular hole 103 in a sliding manner; second circular holes 106 which are uniformly distributed are processed on the inner wall of one side of the second steel plate 105; the peripheral outer wall of the first fixed connecting column 102 is connected with the inner wall of one side of the second circular hole 106 in a sliding manner; the shear wall body 1 composed of the first steel plate 101 and the second steel plate 105 limits the shear wall through the relation among the first circular hole 103, the second fixed connecting column 108, the second circular hole 106 and the first fixed connecting column 102, and a frame of the shear wall is conveniently and quickly built.
In one embodiment, the floor slab body 2 comprises a load-bearing tie plate 201; the inner wall of one side of the bearing connecting plate 201 is provided with evenly distributed connecting round holes 202; a toothed groove 203 is processed on the outer wall of the top end of the bearing connecting plate 201; the pressure of the concrete on the bearing connecting plate 201 is transmitted to the reinforcing steel bars, the reinforcing steel bars are transmitted to the tooth-shaped grooves 203, and finally the pressure is transmitted to the shear wall through the tooth-shaped grooves 203, so that the safety of the device is improved.
In one embodiment, the internal threads 104 are coupled to the coupling circular hole 202 by the fixing bolt 5.
The utility model discloses at the during operation, the staff only needs to pass through first steel sheet 101, second steel sheet 105 is through first circular port 103, the fixed even post 108 of second and first fixed even post 102, second circular port 106 interconnects and forms a shear force wall frame, then through fixing bolt 5 with first steel sheet 101, internal thread 104 on the second steel sheet 105 is fixed with the hookup round hole 202 that bears even on the board 201, form the rigid connection between shear force wall and the floor, thereby convenient follow-up carry out concrete placement to shear force wall and floor, the safety and stability of structure is improved.
Example two:
in order to further ensure the stability between a shear wall main body 1 and a floor slab main body 2, as shown in fig. 1 and 4, the present embodiment adds the following to the first embodiment: the fixed angle steel 3 comprises a longitudinal steel plate 301 and a transverse steel plate 302; the outer wall of one side of the longitudinal steel plate 301 is welded to the outer wall of one side of the transverse steel plate 302; reinforcing ribs 303 are welded on the outer wall of the bottom end of the transverse steel plate 302; the outer wall of one side of the reinforcing rib 303 is welded to the outer wall of one side of the longitudinal steel plate 301; limiting connecting holes 304 are formed in the inner walls of one sides of the longitudinal steel plate 301 and the transverse steel plate 302; limiting holes 107 are formed in the outer walls of one sides of the first steel plate 101, the second steel plate 105 and the bearing connecting plate 201; the limit hole 107 is coupled with the limit coupling hole 304 by the limit bolt 4.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily think of various changes or substitutions within the technical scope of the present invention, which should be covered by the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a floor and shear force wall's connection structure that construction used, includes shear force wall main part (1), floor main part (2), fixed angle steel (3), its characterized in that: the device also comprises a limit bolt (4) and a fixing bolt (5); the outer wall of one side of the floor slab main body (2) is fixedly connected with the outer wall of one side of the shear wall main body (1); the outer wall of the top end of the fixed angle steel (3) is fixedly connected with the outer wall of the bottom end of the floor slab main body (2); the outer wall of one side of the fixed angle steel (3) is fixedly connected with the outer wall of one side of the shear wall main body (1).
2. The connection structure of a floor slab and a shear wall for building construction according to claim 1, characterized in that: the shear wall body (1) comprises a first steel plate (101) and a second steel plate (105); the outer wall of one side of the first steel plate (101) is welded with first fixed connecting columns (102) which are uniformly distributed; first steel sheet (101) one side inner wall processing has evenly distributed's first circular port (103).
3. The connection structure of a floor slab and a shear wall for building construction according to claim 2, characterized in that: the outer wall of one side of the second steel plate (105) is welded with second fixed connecting columns (108) which are uniformly distributed; internal threads (104) are processed on the inner walls of one sides of the first fixed connecting column (102) and the second fixed connecting column (108).
4. The connection structure of a floor slab and a shear wall for building construction according to claim 3, characterized in that: the peripheral outer wall of the second fixed connecting column (108) is connected with the inner wall of one side of the first circular hole (103) in a sliding manner; second circular holes (106) are uniformly distributed on the inner wall of one side of the second steel plate (105); the peripheral outer wall of the first fixed connecting column (102) is connected with the inner wall of one side of the second circular hole (106) in a sliding way.
5. The connection structure of a floor slab and a shear wall for building construction according to claim 4, characterized in that: the floor slab main body (2) comprises a bearing connecting plate (201); the inner wall of one side of the bearing connecting plate (201) is provided with evenly distributed connecting round holes (202); the outer wall of the top end of the bearing connecting plate (201) is provided with a tooth-shaped groove (203).
6. The connection structure of a floor slab and a shear wall for building construction according to claim 5, characterized in that: the internal thread (104) is connected with the connecting round hole (202) through a fixing bolt (5).
7. The connection structure of a floor slab and a shear wall for building construction according to claim 6, characterized in that: the fixed angle steel (3) comprises a longitudinal steel plate (301) and a transverse steel plate (302); the outer wall of one side of the longitudinal steel plate (301) is welded to the outer wall of one side of the transverse steel plate (302); reinforcing ribs (303) are welded on the outer wall of the bottom end of the transverse steel plate (302); the outer wall of one side of the reinforcing rib (303) is welded to the outer wall of one side of the longitudinal steel plate (301).
8. The connection structure of a floor slab and a shear wall for building construction according to claim 7, characterized in that: limiting connecting holes (304) are formed in the inner walls of one sides of the longitudinal steel plates (301) and the transverse steel plates (302); limiting holes (107) are formed in the outer walls of one sides of the first steel plate (101), the second steel plate (105) and the bearing connecting plate (201); the limiting hole (107) is connected with the limiting connecting hole (304) through a limiting bolt (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120730502.5U CN214738860U (en) | 2021-04-12 | 2021-04-12 | Floor and shear force wall's that construction used connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120730502.5U CN214738860U (en) | 2021-04-12 | 2021-04-12 | Floor and shear force wall's that construction used connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214738860U true CN214738860U (en) | 2021-11-16 |
Family
ID=78601679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120730502.5U Expired - Fee Related CN214738860U (en) | 2021-04-12 | 2021-04-12 | Floor and shear force wall's that construction used connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214738860U (en) |
-
2021
- 2021-04-12 CN CN202120730502.5U patent/CN214738860U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN214738860U (en) | Floor and shear force wall's that construction used connection structure | |
| CN210049487U (en) | Box steel column base rigid connection node | |
| CN214090364U (en) | Controllable assembled RCS structure beam column node of plasticity | |
| CN213014779U (en) | Metal and composite material laminated damper | |
| CN211736050U (en) | Section steel concrete beam | |
| CN210177701U (en) | Cold bridge prevention overlap joint formula built-in fitting | |
| CN108412042B (en) | Large-deformation energy-consumption resettable and easily-repaired cantilever truss system | |
| CN213897210U (en) | Photovoltaic support fixing bottom plate | |
| CN210622110U (en) | Prefabricated post convenient to transport | |
| CN210316017U (en) | Beam column connecting structure with novel stirrups | |
| CN210049131U (en) | Sound barrier stand | |
| CN102425249A (en) | Cave mouth structure of steel-plate shear wall | |
| CN215052892U (en) | Anti-deformation steel purlin | |
| CN213653990U (en) | Supporting beam for prefabricated house | |
| CN214141320U (en) | Tower crane attaches wall sub-assembly among unit-installment shear wall structure | |
| CN111058372A (en) | Mortise and tenon socket joint formula steel trestle crossbeam and steel-pipe pile connected node | |
| CN211898906U (en) | Concrete beam fixing device and concrete beam and steel beam node fixing device | |
| CN217419945U (en) | Large-span wall skin post bearing structure | |
| CN220521742U (en) | Prestressed steel beam | |
| CN213625640U (en) | Assembled soil nail wall passes power seat | |
| CN214575069U (en) | Ribbed reinforced concrete prefabricated part | |
| CN214939277U (en) | Large-scale steel bracket on concrete structure | |
| CN217871173U (en) | Shock-proof type frame shear force wall steel frame construction | |
| CN217811703U (en) | Composite high-yield-point shear damper | |
| CN214462506U (en) | Civil engineering building template structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211116 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |