CN212405575U - Connecting structure with lug plates for horizontal joints of prefabricated steel pipe shear wall - Google Patents
Connecting structure with lug plates for horizontal joints of prefabricated steel pipe shear wall Download PDFInfo
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- CN212405575U CN212405575U CN202020696556.XU CN202020696556U CN212405575U CN 212405575 U CN212405575 U CN 212405575U CN 202020696556 U CN202020696556 U CN 202020696556U CN 212405575 U CN212405575 U CN 212405575U
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- horizontal
- horizontal plate
- shear wall
- plate
- connecting structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 22
- 239000010959 steel Substances 0.000 title claims abstract description 22
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 14
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 14
- 230000008878 coupling Effects 0.000 claims abstract description 7
- 238000010168 coupling process Methods 0.000 claims abstract description 7
- 238000005859 coupling reaction Methods 0.000 claims abstract description 7
- 239000004411 aluminium Substances 0.000 claims abstract description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 238000009415 formwork Methods 0.000 abstract description 6
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 238000001125 extrusion Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004880 explosion Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of assembly type buildings, in particular to a connecting structure of a horizontal seam of a prefabricated steel pipe shear wall with ear plates, which comprises two symmetrical connecting components, wherein each connecting component comprises a horizontal plate, two strip-shaped grooves which are parallel to each other are formed in the horizontal plate, connecting rods are embedded in the strip-shaped grooves, and two limiting plates are symmetrically arranged at the edges of the front side and the rear side of the top surface of the horizontal plate, which are close to the front side and the rear side; this take connection structure of horizontal seam of prefabricated steel pipe shear force wall of otic placode is convenient for fix in horizontal seam through two coupling assembling that are equipped with, two accurate butt joints of wall body about being convenient for, support and reinforcing bar etc. that are equipped with simultaneously are convenient for play good support and anti extrusion effect, and structural strength is higher, and the aluminium template that is equipped with, the cooperation coupling assembling of being convenient for carries out concrete placement to horizontal seam, need not formwork separately, has improved the efficiency of construction.
Description
Technical Field
The utility model relates to an assembly type structure technical field specifically is a take connection structure of prefabricated steel pipe shear force wall horizontal joint seam of otic placode.
Background
The prefabricated steel tube shear wall is one of assembly type buildings, the bearing capacity of concrete is improved by utilizing the three-dimensional confining pressure effect of inner circular steel tubes on inner concrete, when the prefabricated steel tube shear wall is installed, horizontal seams exist between a wall body and a wall body, concrete pouring is carried out after steel tubes are welded in a traditional method, however, concrete is required to be cast in situ by means of additional formwork in the mode, operation is complex, and therefore the connecting structure with the horizontal seams of the prefabricated steel tube shear wall with the lug plates is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a take connection structure of prefabricated steel pipe shear force wall horizontal joint seam of otic placode to solve the problem that provides in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a connecting structure of a horizontal seam of a prefabricated steel pipe shear wall with lug plates comprises two symmetrical connecting components, each connecting component comprises a horizontal plate, two strip-shaped grooves which are parallel to each other are formed in the horizontal plate, connecting rods are embedded in the strip-shaped grooves, two limiting plates are symmetrically arranged on the top surface of the horizontal plate close to the front and rear side edges, a plurality of reinforcing steel bars are welded on two opposite side surfaces of the two limiting plates in a tight mode, two connecting plates are symmetrically arranged on the bottom surface of the horizontal plate close to the front and rear side edges, the lug plates are welded on the bottom surface of each connecting plate close to the two ends, threaded holes are formed in the lug plates, a plurality of supports which are linearly distributed at equal intervals are further arranged between the two limiting plates, and the supports are welded with the horizontal plate in; the coupling assembling left and right sides still the symmetry is equipped with two aluminium templates, the mounting hole has all been seted up to the four corners department of aluminium template, wear to be equipped with the bolt in the mounting hole, just the bolt is with corresponding screw hole threaded connection.
Preferably, the horizontal plate, the limiting plate and the connecting plate are of an integrally formed structure.
Preferably, the overall shape of the stent is triangular.
Preferably, two adjacent brackets are distributed in a staggered manner.
Preferably, a plurality of the reinforcing steel bars are linearly distributed at equal intervals.
Preferably, the aluminum template is provided with grouting holes.
Compared with the prior art, the beneficial effects of the utility model are that: this take connection structure of horizontal seam of prefabricated steel pipe shear force wall of otic placode is convenient for fix in horizontal seam through two coupling assembling that are equipped with, two accurate butt joints of wall body about being convenient for, support and reinforcing bar etc. that are equipped with simultaneously are convenient for play good support and anti extrusion effect, and structural strength is higher, and the aluminium template that is equipped with, the cooperation coupling assembling of being convenient for carries out concrete placement to horizontal seam, need not formwork separately, has improved the efficiency of construction.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic diagram of the overall explosion structure of the present invention;
fig. 3 is one of the schematic structural diagrams of the connecting assembly of the present invention;
fig. 4 is a second schematic structural view of the connecting assembly of the present invention;
fig. 5 is a schematic view of an explosion structure of the connection assembly of the present invention;
fig. 6 is a schematic view of the overall usage state of the present invention.
In the figure: 1. a connecting assembly; 11. a horizontal plate; 111. a strip-shaped groove; 112. a connecting rod; 12. a limiting plate; 121. reinforcing steel bars; 13. a connecting plate; 131. an ear plate; 132. a threaded hole; 14. a support; 2. an aluminum template; 21. grouting holes; 22. mounting holes; 23. and (4) bolts.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
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", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but 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.
In addition, in the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
Example 1
A connecting structure of a horizontal joint of a prefabricated steel pipe shear wall with lug plates is shown in figures 1 to 6 and comprises two symmetrical connecting assemblies 1, each connecting assembly 1 comprises a horizontal plate 11, two strip-shaped grooves 111 which are parallel to each other are formed in the horizontal plate 11, connecting rods 112 are embedded in the strip-shaped grooves 111, two limiting plates 12 are symmetrically arranged on the top surface of the horizontal plate 11 close to the front and rear side edges, a plurality of reinforcing steel bars 121 are tightly welded on two opposite side surfaces of the two limiting plates 12, two connecting plates 13 are symmetrically arranged on the bottom surface of the horizontal plate 11 close to the front and rear side edges, lug plates 131 are tightly welded on the bottom surface of each connecting plate 13 close to two ends, threaded holes 132 are formed in the lug plates 131, a plurality of supports 14 which are linearly distributed at equal intervals are further arranged between the two limiting plates 12, and the supports 14 are; the left side and the right side of the connecting assembly 1 are symmetrically provided with two aluminum templates 2, the four corners of the aluminum templates 2 are provided with mounting holes 22, bolts 23 penetrate through the mounting holes 22, and the bolts 23 are in threaded connection with corresponding threaded holes 132.
In the present embodiment, the horizontal plate 11, the limiting plate 12 and the connecting plate 13 are an integrally molded structure, and the integrally molded structure has more favorable structural strength.
In this embodiment, the overall shape of the support 14 is triangular, and the triangular shape has stability and better supporting performance.
In the present embodiment, the two brackets 14 adjacent to each other are staggered, which facilitates the two staggered brackets 14 to support the upper and lower horizontal plates 11, respectively.
Further, a plurality of reinforcing bars 121 are linear equidistant distribution, and a plurality of reinforcing bars 121 can increase concrete placement's structural strength.
In addition, the aluminum formwork 2 is provided with grouting holes 21, which facilitate concrete grouting.
Before the connecting structure of the horizontal joint of the prefabricated steel pipe shear wall with the ear plates is used, a user firstly places one connecting assembly 1 on a lower wall, namely the horizontal plates 11 are placed on the top surface of the wall, the limiting plates 12 are positioned on two sides of the wall, then places the other connecting assembly 1 on the lower connecting assembly 1, namely the upper connecting plate 13 is attached to the top surface of the lower connecting plate 13, meanwhile, the top ends of the two supports 14 on the upper line are respectively abutted against the upper horizontal plate 11 and the lower horizontal plate 11, and then the user penetrates the bolts 23 through the mounting holes 22 to be in threaded connection with the threaded holes 132, so that the aluminum formwork 2 can be fixed, and the steps are repeated to fix the other aluminum formwork 2;
the connecting structure of the horizontal joint of the precast steel tube shear wall with the ear plates of the embodiment is used, and a user fills concrete through the grouting holes 21, so that the horizontal joint can be filled.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a take connection structure of prefabricated steel pipe shear force wall horizontal joint of otic placode, includes two symmetrical coupling assembling (1), its characterized in that: the connecting component (1) comprises a horizontal plate (11), two strip-shaped grooves (111) which are parallel to each other are formed in the horizontal plate (11), a connecting rod (112) is embedded in the strip-shaped groove (111), two limiting plates (12) are symmetrically arranged on the top surface of the horizontal plate (11) close to the edges of the front side and the rear side, a plurality of reinforcing steel bars (121) are tightly welded on two opposite side surfaces of the two limiting plates (12), two connecting plates (13) are symmetrically arranged on the bottom surface of the horizontal plate (11) near the front and rear side edges, the bottom surface of the connecting plate (13) is tightly welded with ear plates (131) near the two ends, threaded holes (132) are formed in the ear plates (131), a plurality of linear brackets (14) which are distributed at equal intervals are further arranged between the two limiting plates (12), and the brackets (14) are tightly welded with the horizontal plate (11); coupling assembling (1) left and right sides still symmetry is equipped with two aluminium template (2), mounting hole (22) have all been seted up to the four corners department of aluminium template (2), wear to be equipped with bolt (23) in mounting hole (22), just bolt (23) and corresponding screw hole (132) threaded connection.
2. The connecting structure of the horizontal joint of the precast steel tube shear wall with the ear plates according to claim 1, characterized in that: the horizontal plate (11), the limiting plate (12) and the connecting plate (13) are of an integrally formed structure.
3. The connecting structure of the horizontal joint of the precast steel tube shear wall with the ear plates according to claim 1, characterized in that: the overall shape of the bracket (14) is triangular.
4. The connecting structure of the horizontal joint of the precast steel tube shear wall with the ear plates according to claim 1, characterized in that: the two brackets (14) which are adjacent up and down are in staggered distribution.
5. The connecting structure of the horizontal joint of the precast steel tube shear wall with the ear plates according to claim 1, characterized in that: the reinforcing steel bars (121) are linearly distributed at equal intervals.
6. The connecting structure of the horizontal joint of the precast steel tube shear wall with the ear plates according to claim 1, characterized in that: and grouting holes (21) are formed in the aluminum template (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020696556.XU CN212405575U (en) | 2020-04-29 | 2020-04-29 | Connecting structure with lug plates for horizontal joints of prefabricated steel pipe shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020696556.XU CN212405575U (en) | 2020-04-29 | 2020-04-29 | Connecting structure with lug plates for horizontal joints of prefabricated steel pipe shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212405575U true CN212405575U (en) | 2021-01-26 |
Family
ID=74300748
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020696556.XU Expired - Fee Related CN212405575U (en) | 2020-04-29 | 2020-04-29 | Connecting structure with lug plates for horizontal joints of prefabricated steel pipe shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212405575U (en) |
-
2020
- 2020-04-29 CN CN202020696556.XU patent/CN212405575U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210126 |