CN218540358U - Wind brace and cross beam - Google Patents
Wind brace and cross beam Download PDFInfo
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- CN218540358U CN218540358U CN202222646144.7U CN202222646144U CN218540358U CN 218540358 U CN218540358 U CN 218540358U CN 202222646144 U CN202222646144 U CN 202222646144U CN 218540358 U CN218540358 U CN 218540358U
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Abstract
The utility model relates to the technical field of bridge construction, in particular to a wind brace and a beam, which comprises a bottom plate and a reinforcing component, wherein the reinforcing component comprises a top plate, a web plate, a joint plate and a partition plate, and the partition plate is provided with a through hole; the top plate, the bottom plate and the webs are fixedly connected through welding to form an I-shaped steel structure and serve as a bearing fixing frame of the foundation, the partition plates are located between the webs and can reinforce the top plate and the bottom plate at the inner sides and divide the whole beam into a plurality of small compartments, the stress of the beam is shared to the small compartments, and the compression resistance is improved; the reinforcing component is used as the wind bracing main body, the strength is improved compared with that of I-shaped steel, the whole section can be installed on the arch ribs on two sides after being welded and assembled on the ground, and then cement is directly poured into the through hole to complete the installation of the whole wind bracing; thereby when having solved the installation of current device, still need additionally to build the frame that the parcel bore cement and used, still need demolish after cement solidifies, the comparatively trouble problem of installation.
Description
Technical Field
The utility model relates to a bridge construction technical field especially relates to a wind brace and crossbeam.
Background
The wind bracing is the indispensable structure of building the bridge, and the arch rib fixed connection of wind bracing with the bridge both sides can be linked into a whole with bridge floor and bridge arch, increases substantially the intensity of bridge, but current wind bracing adopts the I-steel structure more, connects the bridge arch of both sides with the I-steel, and it is firm inadequately that this kind of structure is fixed to the bridge arch of both sides.
The existing wind bracing device comprises a bottom plate, a steel bar framework and a cement layer, wherein a transverse framework is formed by using steel bars, the transverse framework is placed on bridge arches on two sides, then the framework wrapped outside is built, cement is poured into the framework, and a wind bracing structure is formed after the cement is solidified, so that the wind bracing device is firmer compared with an I-shaped steel.
However, when the device is installed, a frame for wrapping and bearing cement needs to be additionally built, and the device needs to be detached after the cement is solidified, so that the device is troublesome to install.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wind brace and crossbeam has solved current device when installing, still need additionally to build the frame that the parcel bore cement and used, still need demolish after waiting the cement to solidify, installs comparatively troublesome problem.
In order to achieve the purpose, the utility model provides a wind brace and a beam, which comprises a bottom plate and a reinforcing component, wherein the reinforcing component comprises a top plate, a web plate, a joint plate and a partition plate, and the partition plate is provided with a through hole; the web plate is fixedly connected with the bottom plate and is positioned on one side of the bottom plate; the top plate is fixedly connected with the web plate and is positioned above the web plate; the partition board is fixedly connected with the top board and the bottom board; the joint plate is fixedly connected with the web plate and fixedly connected with the partition plate.
The reinforcing component further comprises a reinforcing rib, and the reinforcing rib is fixedly connected with the top plate and is positioned on one side of the top plate.
The reinforcing component further comprises a stiffening plate, the top plate is provided with a sliding groove, and the stiffening plate is connected with the top plate in a sliding mode and located in the sliding groove.
The beam comprises a beam body and is characterized by further comprising two splicing joints, wherein the two splicing joints are fixedly connected with the beam body and are positioned on two sides of the beam body.
Wherein the cross beam has a slot disposed therein.
The utility model discloses a wind brace and crossbeam, including bottom plate and reinforcement assembly, current device still includes steel framework and cement layer, builds a horizontal frame with the reinforcing bar, places on both sides bridge arch, then builds the frame of parcel outside, waters cement in it, forms the wind brace structure after cement solidifies, and is more firm compared with the I-steel; the reinforcing component comprises a top plate, a web plate, a joint plate and a partition plate, wherein the partition plate is provided with a through hole; the web plate is fixedly connected with the bottom plate and is positioned on one side of the bottom plate; the top plate is fixedly connected with the web plate and is positioned above the web plate; the partition board is fixedly connected with the top board and the bottom board; the joint plate is fixedly connected with the web plate and the partition plate; the top plate, the bottom plate and the webs are fixedly connected through welding to form an I-shaped steel structure as a bearing fixing frame of a foundation, the partition plate is positioned between the webs and can be used for internally reinforcing the top plate and the bottom plate and dividing the whole beam into a plurality of small compartments, the stress of the beam is shared on the small compartments, and the compression resistance is improved; the reinforcing component is used as the wind brace main body, the strength is improved compared with that of I-shaped steel, the whole section can be installed on arch ribs on two sides in a hoisting mode after being welded and assembled on the ground, and then cement is directly poured into the through holes to complete installation of the whole wind brace; thereby when having solved the installation of current device, still need additionally to build the frame that the parcel bore cement and used, still need demolish after cement solidifies, the comparatively trouble problem of installation.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below.
Fig. 1 is a schematic structural view of a wind brace and a cross beam according to a first embodiment of the present invention.
Fig. 2 is a side view of a wind brace and a cross member according to a first embodiment of the present invention.
Fig. 3 is a side view of a wind brace and a cross member according to a second embodiment of the present invention.
101-bottom plate, 102-reinforcing component, 103-top plate, 104-web plate, 105-joint plate, 106-partition plate, 107-reinforcing rib, 108-stiffening plate, 109-sliding groove, 110-through hole, 201-cross beam, 202-splicing joint and 203-slotting.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
First embodiment
Referring to fig. 1 to 2, fig. 1 is a schematic structural view of a wind brace and a cross beam according to a first embodiment of the present invention; fig. 2 is a side view of a wind brace and a cross beam according to a first embodiment of the present invention.
The utility model provides a crossbeam: the reinforced concrete structure comprises a bottom plate 101 and a reinforced assembly 102, wherein the reinforced assembly 102 comprises a top plate 103, a web 104, a joint plate 105, a partition plate 106 and a stiffening plate 108, the top plate 103 is provided with a sliding groove 109, and the partition plate 106 is provided with a through hole 110. When having solved current device installation through aforementioned scheme, still need additionally to build the frame that the parcel bore cement and used, still need demolish after cement solidifies, the comparatively troublesome problem of installation, it can be understood that the fastness of wind brace can further be strengthened to aforementioned scheme, and intensity is improved, can also directly conveniently weld into a whole.
In this embodiment, the base plate 101 is used as a framework for supporting the entire device.
The web 104 is fixedly connected with the bottom plate 101 and is positioned on one side of the bottom plate 101; the top plate 103 is fixedly connected with the web plate 104 and is positioned above the web plate 104; the partition 106 is fixedly connected with the top plate 103 and fixedly connected with the bottom plate 101; the joint plate 105 is fixedly connected with the web 104 and fixedly connected with the partition 106; the top plate 103, the bottom plate 101 and the web plate 104 are fixedly connected through welding to form an I-shaped steel structure as a bearing fixing frame of a foundation, the partition plates 106 are positioned between the web plates 104, the top plate 103 and the bottom plate 101 can be internally reinforced, the whole beam is divided into a plurality of small compartments, the stress of the beam is shared by the small compartments, and the pressure resistance is improved; the reinforcing component 102 is used as a wind brace main body, the strength is improved compared with that of I-shaped steel, the whole section can be installed on arch ribs on two sides after being welded and assembled on the ground, and then cement is directly poured into the through hole 110 to complete the installation of the whole wind brace; thereby when having solved the installation of current device, still need additionally to build the frame that the parcel bore cement and used, still need demolish after cement solidifies, the comparatively trouble problem of installation.
Secondly, the reinforcing rib 107 is fixedly connected with the top plate 103 and is positioned on one side of the top plate 103; the reinforcing rib 107 is used to connect the partition plate 106 and the top plate 103, thereby improving the firmness of the whole device.
Finally, the stiffening plates 108 are slidably connected with the top plate 103 and located in the sliding grooves 109, the stiffening plates 108 have similar effects to the partition plates 106, and the stiffening plates 108 reinforce the top plate 103 and the web plates 104 from the outside and can be matched with the partition plates 106 to improve the overall firmness.
In the process of using and installing the wind bracing, the bottom plate 101 is used for bearing a framework of the whole device and is used as a bottom support; the top plate 103, the bottom plate 101 and the web plate 104 are fixedly connected through welding to form an I-shaped steel structure as a bearing fixing frame of a foundation, the partition plates 106 are positioned between the web plates 104, the top plate 103 and the bottom plate 101 can be internally reinforced, the whole beam is divided into a plurality of small compartments, the stress of the beam is shared by the small compartments, and the pressure resistance is improved; the strength of the wind brace is improved compared with that of an I-shaped steel by taking the reinforcing component 102 as a wind brace main body, and the whole section can be installed on arch ribs on two sides after being welded and assembled on the ground, and then cement is directly poured into the through holes 110 to complete installation of the whole wind brace; the reinforcing ribs 107 are used for connecting the partition plate 106 and the top plate 103, so that the firmness of the integral device is improved; the stiffening plates 108 have similar effects to the partition plates 106, and the stiffening plates 108 reinforce the top plate 103 and the web plates 104 from the outside and can be matched with the partition plates 106 to improve the overall firmness; thereby when having solved the installation of current device, still need additionally to build the frame that the parcel bore cement and used, still need demolish after cement solidifies, the comparatively trouble problem of installation.
Second embodiment
Referring to fig. 3, fig. 3 is a side view of a wind brace and a cross beam according to a second embodiment of the present invention.
On the basis of the first embodiment, the utility model discloses a wind brace adopts the crossbeam still includes two concatenation joints 202, crossbeam 201 has fluting 203.
The two splicing joints 202 are fixedly connected with the cross beam 201 and are positioned on two sides of the cross beam 201; the two splicing joints 202 are used for splicing to arch ribs on two sides of a bridge; the whole firm intensity of wind brace reinforcing bridge can also follow through-hole 110 directly waters cement, makes things convenient for holistic installation.
The slots 203 are arranged in the cross beam 201, cement can be poured into the cross beam 201 from the slots 203, and the cement can be synchronously poured from the through holes 110 and the slots 203, so that the pouring speed is increased.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention.
Claims (5)
1. A cross beam comprises a bottom plate and is characterized in that,
the reinforcing component comprises a top plate, a web plate, a joint plate and a partition plate, wherein the partition plate is provided with a through hole; the web plate is fixedly connected with the bottom plate and is positioned on one side of the bottom plate; the top plate is fixedly connected with the web plate and is positioned above the web plate; the partition board is fixedly connected with the top board and the bottom board; the joint plate is fixedly connected with the web plate and fixedly connected with the partition plate.
2. A beam according to claim 1,
the reinforcing component further comprises a reinforcing rib, and the reinforcing rib is fixedly connected with the top plate and is positioned on one side of the top plate.
3. A beam according to claim 2,
the reinforcing component further comprises a stiffening plate, the top plate is provided with a sliding groove, and the stiffening plate is connected with the top plate in a sliding mode and is located in the sliding groove.
4. A wind brace using the cross member of any one of claims 1 to 3,
the beam is characterized by further comprising two splicing joints, wherein the two splicing joints are fixedly connected with the beam and located on two sides of the beam.
5. A wind brace according to claim 4,
the cross beam has a slot disposed therein.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222646144.7U CN218540358U (en) | 2022-10-08 | 2022-10-08 | Wind brace and cross beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222646144.7U CN218540358U (en) | 2022-10-08 | 2022-10-08 | Wind brace and cross beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218540358U true CN218540358U (en) | 2023-02-28 |
Family
ID=85277607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222646144.7U Active CN218540358U (en) | 2022-10-08 | 2022-10-08 | Wind brace and cross beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218540358U (en) |
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2022
- 2022-10-08 CN CN202222646144.7U patent/CN218540358U/en active Active
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