CN213951904U - Bridge framework made of glass fiber reinforced plastic composite material - Google Patents
Bridge framework made of glass fiber reinforced plastic composite material Download PDFInfo
- Publication number
- CN213951904U CN213951904U CN202022533096.1U CN202022533096U CN213951904U CN 213951904 U CN213951904 U CN 213951904U CN 202022533096 U CN202022533096 U CN 202022533096U CN 213951904 U CN213951904 U CN 213951904U
- Authority
- CN
- China
- Prior art keywords
- bridge
- layer
- plastic composite
- reinforced plastic
- fixedly connected
- 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.)
- Active
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 31
- 239000011152 fibreglass Substances 0.000 title claims description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 6
- 239000010959 steel Substances 0.000 claims abstract description 6
- 239000011521 glass Substances 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims 3
- 239000003365 glass fiber Substances 0.000 claims 3
- 239000011150 reinforced concrete Substances 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 description 14
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model discloses a glass steel composite's bridge framework belongs to bridge framework technical field, including first supporting layer, the first bridge floor of one end fixedly connected with of first supporting layer, the other end fixedly connected with second fixing base of first bridge floor, one side of first supporting layer is provided with the third fixing base, the one end fixedly connected with second bridge floor of third fixing base, the other end fixedly connected with fourth fixing base of second bridge floor, and one side of first bridge floor and second bridge floor all is provided with first connecting seat. The utility model discloses the setting of first connecting seat, second connecting seat and bolt can make things convenient for a plurality of bridge floors to splice, through the setting of first supporting layer, enhancement layer and second supporting layer, can improve the bulk strength of bridge framework, can also alleviate the weight of bridge, through the setting of bracing piece and bolt, can mutually support with first connecting seat and second connecting seat, install the guardrail fast.
Description
Technical Field
The utility model relates to a coating brush especially relates to a glass steel combined material's bridge framework, belongs to bridge framework technical field.
Background
On the construction site, simple bridges are often built for mechanical equipment and workers to pass through, but the simple bridges are mostly made of cement boards or steel plates, and are troublesome to build and heavy in weight.
The bridge deck of the existing bridge framework made of the glass fiber reinforced plastic composite material is inconvenient to splice when in use, the overall strength is not high enough, and the guardrail cannot be installed quickly.
SUMMERY OF THE UTILITY MODEL
The main objective of the utility model is to solve the deficiency of the prior art, and the bridge framework made of glass fiber reinforced plastic composite material is provided.
The purpose of the utility model can be achieved by adopting the following technical scheme:
a bridge framework made of glass fiber reinforced plastic composite materials comprises a first supporting layer, wherein one end of the first supporting layer is fixedly connected with a first bridge deck, the other end of the first bridge deck is fixedly connected with a second fixing seat, one side of the first supporting layer is provided with a third fixing seat, one end of the third fixing seat is fixedly connected with a second bridge deck, the other end of the second bridge deck is fixedly connected with a fourth fixing seat, one side of the first bridge deck and one side of the second bridge deck are both provided with a first connecting seat, the other side of the first bridge deck and the other side of the second bridge deck are both provided with a second connecting seat, the first bridge deck and the second bridge deck are both composed of a first supporting layer, a reinforcing layer and a second supporting layer, the second supporting layer is located at the top of the reinforcing layer, the first supporting layer is located at the bottom of the reinforcing layer, and guardrails are arranged on the outer sides of the first bridge deck and the second bridge deck, a plurality of support rods are fixedly connected to the guardrail, and bolts are fixedly connected to the bottoms of the support rods.
Preferably, the first bridge deck and the second bridge deck are fixedly connected through the first connecting seats, the second connecting seats and bolts.
Preferably, the first support layer and the second support layer are both arch-shaped support layers.
Preferably, the reinforcing layer is composed of a plurality of cross bars and a plurality of vertical bars.
Preferably, a plurality of the cross rods and a plurality of the vertical rods are fixedly connected in a staggered manner.
Preferably, the two support rods are movably mounted inside the first connecting seat and inside the second connecting seat through bolts and nuts respectively.
Preferably, the height of the guard rail is higher than the height of the first deck and the second deck.
Preferably, the first support layer, the reinforcing layer and the second support layer are all made of glass fiber reinforced plastic composite materials.
Preferably, a plurality of fixing holes are formed in the first fixing seat, the second fixing seat, the third fixing seat and the fourth fixing seat.
Preferably, the fixing hole is a circular fixing hole, and the fixing hole is used for fixing the first fixing seat, the second fixing seat, the third fixing seat and the fourth fixing seat.
The utility model has the advantages of: according to the utility model discloses a glass steel composite's bridge framework through the setting of first connecting seat, second connecting seat and bolt, can make things convenient for a plurality of bridge floors to splice, through the setting of first supporting layer, enhancement layer and second supporting layer, can improve bridge framework's bulk strength, can also alleviate the weight of bridge, through the setting of bracing piece and bolt, can mutually support with first connecting seat and second connecting seat, install the guardrail fast.
Drawings
Fig. 1 is a schematic overall structure diagram of a preferred embodiment of a bridge framework made of glass fiber reinforced plastic composite materials according to the present invention;
fig. 2 is a first fixing seat of a preferred embodiment of a bridge framework made of glass fiber reinforced plastic composite according to the present invention;
fig. 3 is a schematic view of a guardrail structure of a preferred embodiment of a bridge framework made of glass fiber reinforced plastic composite according to the present invention;
FIG. 4 is a schematic structural view of a reinforcement layer of a preferred embodiment of a bridge framework of glass fiber reinforced plastic composite according to the present invention;
FIG. 5 is a schematic view of a connection structure of a first deck and a second deck of a preferred embodiment of a bridge framework made of glass fiber reinforced plastic composite according to the present invention;
fig. 6 is a schematic structural diagram of a support rod according to a preferred embodiment of the bridge framework made of glass fiber reinforced plastic composite material of the present invention.
In the figure: 1-a first supporting layer, 2-a reinforcing layer, 3-a second supporting layer, 4-a first fixed seat, 5-a guardrail, 6-a supporting rod, 7-a first bridge surface, 8-a first connecting seat, 9-a second fixed seat, 10-a second connecting seat, 11-a second bridge surface, 12-a fixed hole, 13-a cross rod, 14-a vertical rod, 15-a bolt, 16-a third fixed seat and 17-a fourth fixed seat.
Detailed Description
In order to make the technical solutions of the present invention clearer and clearer for those skilled in the art, the present invention will be described in further detail with reference to the following embodiments and the accompanying drawings, but the embodiments of the present invention are not limited thereto.
As shown in fig. 1 to 6, the bridge framework made of glass fiber reinforced plastic composite material provided in this embodiment includes a first supporting layer 1, a first bridge deck 7 is fixedly connected to one end of the first supporting layer 1, a second fixing base 9 is fixedly connected to the other end of the first bridge deck 7, a third fixing base 16 is disposed on one side of the first supporting layer 1, a second bridge deck 11 is fixedly connected to one end of the third fixing base 16, a fourth fixing base 17 is fixedly connected to the other end of the second bridge deck 11, a first connecting base 8 is disposed on one side of each of the first bridge deck 7 and the second bridge deck 11, a second connecting base 10 is disposed on the other side of each of the first bridge deck 7 and the second bridge deck 11, each of the first bridge deck 7 and the second bridge deck 11 is composed of a first supporting layer 1, a reinforcing layer 2 and a second supporting layer 3, the second supporting layer 3 is disposed on top of the reinforcing layer 2, the first supporting layer 1 is disposed on bottom of the reinforcing layer 2, the outside of first bridge floor 7 and second bridge floor 11 all is provided with guardrail 5, a plurality of bracing pieces 6 of fixedly connected with on guardrail 5, the bottom fixedly connected with bolt 15 of bracing piece 6. Through the setting of first connecting seat 8, second connecting seat 10 and bolt, can make things convenient for a plurality of bridge decks to splice, through the setting of first supporting layer 1, enhancement layer 2 and second supporting layer 3, can improve the bulk strength of bridge framework, can also alleviate the weight of bridge, through the setting of bracing piece 6 and bolt 15, can mutually support with first connecting seat 8 and second connecting seat 10, install the guardrail fast.
In this embodiment, as shown in fig. 1, 3 and 6, the first support layer 1 and the second support layer 3 are both arch-shaped support layers, the two support rods 6 are movably mounted inside the first connecting seat 8 and inside the second connecting seat 10 through bolts 15 and nuts, respectively, and the height of the guardrail 5 is higher than the heights of the first deck 7 and the second deck 11. Through the setting of bracing piece 6, fixed guardrail 5 that can be better, through the setting of bolt 15, can make things convenient for the installation of bracing piece 16.
In the present embodiment, as shown in fig. 1 and 4, the reinforcing layer 2 is composed of a plurality of cross bars 13 and a plurality of vertical bars 14, the plurality of cross bars 13 and the plurality of vertical bars 14 are fixedly connected in a staggered manner, and the first supporting layer 1, the reinforcing layer 2 and the second supporting layer 3 are all composed of glass fiber reinforced plastic composite materials. Through the setting of horizontal pole 13 and montant 14, can strengthen the bulk strength of enhancement layer 2, through the setting of glass steel composite's first supporting layer 1, enhancement layer 2 and supporting layer 3, can alleviate the weight of first bridge floor 7 and second bridge floor 11, conveniently assemble the use.
In this embodiment, as shown in fig. 2 and 5, the first bridge floor 7 and the second bridge floor 11 are fixedly connected through the first connecting seat 8, the second connecting seat 10 and the bolt, a plurality of fixing holes 12 are respectively formed in the first fixing seat 4, the second fixing seat 9, the third fixing seat 16 and the fourth fixing seat 17, the fixing holes 12 are circular fixing holes, and the fixing holes 12 are used for fixing the first fixing seat 4, the second fixing seat 9, the third fixing seat 16 and the fourth fixing seat 17. Through the setting of first fixing base 4, second fixing base 9, third fixing base 16 and fourth fixing base 17, can make things convenient for the installation of first bridge floor 7 and second bridge floor 11 fixed.
In this embodiment, as shown in fig. 1 to fig. 6, the operation process of the bridge framework made of glass fiber reinforced plastic composite material provided in this embodiment is as follows:
step 1: when in use, a plurality of first bridge floors 7 and second bridge floors 11 are connected with each other through first connecting seats 8, second connecting seats 10 and bolts according to the required bridge floor width;
step 2: after the fixing is finished, the guardrails 5 are installed on two sides of the spliced bridge floor through the first connecting seat 8, the second connecting seat 10, the supporting rod 6 and the bolt 15;
and step 3: and then the bridge framework is integrally hoisted to a place needing to be bridged and is fixed by the first fixing seat 4, the second fixing seat 9, the third fixing seat 16, the fourth fixing seat 17 and the fixing hole 12.
In summary, in this embodiment, according to the bridge framework made of glass fiber reinforced plastic composite material of this embodiment, a plurality of bridge decks can be conveniently spliced by the arrangement of the first connecting seat 8, the second connecting seat 10 and the bolts, the overall strength of the bridge framework can be improved by the arrangement of the first supporting layer 1, the reinforcing layer 2 and the second supporting layer 3, and the weight of the bridge can be reduced, the bridge framework can be matched with the first connecting seat 8 and the second connecting seat 10 by the arrangement of the supporting rods 6 and the bolts 15, so as to quickly install the guardrail, the guardrail 5 can be better fixed by the arrangement of the supporting rods 6, the installation of the supporting rods 16 can be facilitated by the arrangement of the bolts 15, the overall strength of the reinforcing layer 2 can be enhanced by the arrangement of the cross rods 13 and the vertical rods 14, and by the arrangement of the first supporting layer 1, the reinforcing layer 2 and the supporting layer 3 made of the glass fiber reinforced plastic composite material, can alleviate the weight of first bridge floor 7 and second bridge floor 11, conveniently assemble the use, through the setting of first fixing base 4, second fixing base 9, third fixing base 16 and fourth fixing base 17, can make things convenient for the installation of first bridge floor 7 and second bridge floor 11 to fix.
The above description is only a further embodiment of the present invention, but the scope of protection of the present invention is not limited thereto, and any person skilled in the art can replace or change the technical solution and the concept of the present invention within the scope of the present invention.
Claims (10)
1. The utility model provides a glass steel composite's bridge framework, a serial communication port, including first supporting layer (1), the first bridge floor (7) of one end fixedly connected with of first supporting layer (1), the other end fixedly connected with second fixing base (9) of first bridge floor (7), one side of first supporting layer (1) is provided with third fixing base (16), the one end fixedly connected with second bridge floor (11) of third fixing base (16), the other end fixedly connected with fourth fixing base (17) of second bridge floor (11), first bridge floor (7) with one side of second bridge floor (11) all is provided with first connecting seat (8), first bridge floor (7) with the opposite side of second bridge floor (11) all is provided with second connecting seat (10), first bridge floor (7) with second bridge floor (11) by first supporting layer (1), The reinforced concrete structure is characterized in that the reinforced concrete structure comprises a reinforced layer (2) and a second supporting layer (3), wherein the second supporting layer (3) is located at the top of the reinforced layer (2), a first supporting layer (1) is located at the bottom of the reinforced layer (2), a first bridge deck (7) and the outer side of a second bridge deck (11) are provided with guardrails (5), a plurality of supporting rods (6) are fixedly connected to the guardrails (5), and bolts (15) are fixedly connected to the bottoms of the supporting rods (6).
2. A bridge construction of glass fibre reinforced plastic composite material according to claim 1, characterized in that said first deck (7) and said second deck (11) are fixedly connected by means of said first connecting seats (8), said second connecting seats (10) and bolts.
3. A bridge construction of glass fibre reinforced plastic composite material according to claim 1, characterized in that the first support layer (1) and the second support layer (3) are both arch-shaped support layers.
4. A bridge construction of glass reinforced plastic composite material according to claim 1, characterized in that the reinforcement layer (2) consists of a plurality of cross bars (13) and a plurality of vertical bars (14).
5. A bridge construction of glass fibre reinforced plastic composite material according to claim 4, characterized in that a plurality of said transverse rods (13) and a plurality of said vertical rods (14) are fixedly connected in a staggered manner.
6. A bridge construction of glass fiber reinforced plastic composite material according to claim 1, wherein two of the support rods (6) are movably mounted inside the first connecting seat (8) and inside the second connecting seat (10) by means of bolts (15) and nuts, respectively.
7. A bridge construction of glass reinforced plastic composite material according to claim 1, wherein the height of the guardrails (5) is higher than the height of the first deck (7) and the second deck (11).
8. A bridge construction of glass reinforced plastic composite material according to claim 1, characterized in that the first support layer (1), the reinforcement layer (2) and the second support layer (3) are composed of glass reinforced plastic composite material.
9. The bridge framework made of glass fiber reinforced plastic composite materials according to claim 1, wherein a plurality of fixing holes (12) are formed in the first fixing seat (4), the second fixing seat (9), the third fixing seat (16) and the fourth fixing seat (17).
10. A bridge construction of glass fiber reinforced plastic composite material according to claim 9, wherein the fixing holes (12) are circular fixing holes, and the fixing holes (12) are used for fixing the first fixing seat (4), the second fixing seat (9), the third fixing seat (16) and the fourth fixing seat (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022533096.1U CN213951904U (en) | 2020-11-05 | 2020-11-05 | Bridge framework made of glass fiber reinforced plastic composite material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022533096.1U CN213951904U (en) | 2020-11-05 | 2020-11-05 | Bridge framework made of glass fiber reinforced plastic composite material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213951904U true CN213951904U (en) | 2021-08-13 |
Family
ID=77207456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022533096.1U Active CN213951904U (en) | 2020-11-05 | 2020-11-05 | Bridge framework made of glass fiber reinforced plastic composite material |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213951904U (en) |
-
2020
- 2020-11-05 CN CN202022533096.1U patent/CN213951904U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212248841U (en) | Connecting structure of reinforced truss concrete combined floor slab and concrete wall or beam | |
| CN114197325A (en) | Pier shaft construction safety protection platform | |
| CN213951904U (en) | Bridge framework made of glass fiber reinforced plastic composite material | |
| CN214696793U (en) | Climb and shelve superelevation and spring layer extension and adhere to support | |
| CN211898502U (en) | High-position conversion foundation of construction elevator | |
| CN108204039A (en) | A kind of assembled architecture truss structure | |
| CN102031829A (en) | Diagrid sleeve structure for restricting connection of high strength concrete nodes | |
| CN102051927A (en) | Parallel buckling restrained brace structure and construction method thereof | |
| CN113430945B (en) | Design method of assembly type bracket, bracket and construction method of bridge 0# block | |
| CN212026598U (en) | Structure system suitable for assembled steel structure building | |
| CN211257875U (en) | Platform of unloading of encorbelmenting suitable for prefabricated building | |
| CN209556320U (en) | A kind of steel construction job platform for super high-rise building core tube construction | |
| CN109441088B (en) | Steel structure operation platform for super high-rise building core tube construction | |
| CN111021394A (en) | Construction elevator high-position conversion foundation and construction method thereof | |
| CN113136997A (en) | Supporting device and supporting method for zigzag floor structure | |
| RU2422582C1 (en) | Span | |
| CN217379565U (en) | Modular assembly type prefabricated staircase | |
| CN111075081A (en) | Laminated slab and construction method thereof | |
| CN216380178U (en) | High-strength precast concrete composite floor slab | |
| CN217711375U (en) | Assembled prestressing force FRP muscle recycled concrete roof beam | |
| CN109457870B (en) | Hollow sandwich steel tube concrete giant column and construction method thereof | |
| CN218204547U (en) | A multilayer reinforcing bar bearing structure for basement bottom plate | |
| CN109518897A (en) | Lightweight assembled folded plate and Cantilever Beams combined staircase | |
| CN203755441U (en) | Elastic foundation beam reinforced concrete structure | |
| CN212613261U (en) | Reinforcement type floor structure for industrial building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231224 Address after: Room 1403, No. 19-2 Shanghai Road, Jiang'an District, Wuhan City, Hubei Province, 430014 Patentee after: Luo Yuhong Patentee after: Li Faqi Address before: 211112, 2120 Chengxin Avenue, Jiangning Science Park, Nanjing, Jiangsu Province Patentee before: AIKESAI COMPOSITE MATERIAL (NANJING) CO.,LTD. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240122 Address after: Floor 1-2, No. 7-14 Ziweixuan, Shamao Street, Hannan District, Wuhan City, Hubei Province, 430090 (2128) Patentee after: Hubei Efatou Municipal Garden Engineering Co.,Ltd. Country or region after: China Address before: Room 1403, No. 19-2 Shanghai Road, Jiang'an District, Wuhan City, Hubei Province, 430014 Patentee before: Luo Yuhong Country or region before: China Patentee before: Li Faqi |