CN220377130U - Hanging basket inner anchor type running track - Google Patents
Hanging basket inner anchor type running track Download PDFInfo
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- CN220377130U CN220377130U CN202322245757.4U CN202322245757U CN220377130U CN 220377130 U CN220377130 U CN 220377130U CN 202322245757 U CN202322245757 U CN 202322245757U CN 220377130 U CN220377130 U CN 220377130U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 86
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 238000004873 anchoring Methods 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 22
- 238000003825 pressing Methods 0.000 abstract description 15
- 238000011065 in-situ storage Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 abstract description 9
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000002787 reinforcement 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
- 238000009430 construction management Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides an anchor type walking track in a hanging basket, which is characterized in that a left supporting piece and a right supporting piece are arranged between a left track and a right track, a lower reinforcing plate is arranged on the left supporting piece and the right supporting piece, a vertical supporting piece is arranged on the lower reinforcing plate, an upper reinforcing plate is arranged on the vertical supporting piece, meanwhile, the upper reinforcing plate and the lower reinforcing plate are respectively connected with a web plate of the left track and a web plate of the right track, then a track back-pressing beam is arranged on the upper reinforcing plate, the lower ends of anchor bars are used for being anchored on a bridge deck, the upper ends of the anchor bars sequentially penetrate through the lower reinforcing plate, the upper reinforcing plate and the track back-pressing beam from bottom to top and are exposed on the track back-pressing beam, a threaded engagement fastener is sleeved on the upper ends of the anchor bars, and the fastener abuts against the track back-pressing beam. The utility model can effectively avoid the repeated disassembly of the rail back pressure beam caused by the mutual collision of the pulley and the rail back pressure beam when the hanging basket walks, simplify the construction procedure of the cantilever cast-in-situ hanging basket and promote the walking construction efficiency of the hanging basket.
Description
Technical Field
The utility model relates to the technical field of bridge construction, in particular to the technical field of cantilever cast-in-situ cradle construction, and particularly relates to a cradle inner anchor type travelling rail.
Background
The bridge construction is a process of constructing a bridge according to design content; mainly refers to the contents of bridge construction technology, construction organization, construction management, construction quality and the like.
In the bridge construction process, the hanging basket cantilever cast-in-situ is a common construction method of a large-span cast-in-situ continuous beam, the hanging basket is used as main equipment for cast-in-situ continuous beam subsection cast-in-situ, a next section of track is paved after the section construction is completed, the track is gradually moved forward along the paved track, and the cast-in-situ continuous beam construction is completed section by section. The track sets up at the bridge floor, can lay the underbeam under the track lower part generally, lays the track after adjusting the elevation to adopt back pressure roof beam fixed track, conventional track back pressure roof beam sets up at the track top, hangs basket in-process, back pressure roof beam can conflict with hanging basket pulley, needs the workman to dismantle constantly and resume the track back pressure roof beam in the work progress, and the construction is loaded down with trivial details.
Therefore, it is desirable to provide a hanging basket walking track, which can effectively avoid the mutual collision of pulleys and a track back pressure beam when the hanging basket walks so as to repeatedly detach the track back pressure beam, simplify the cantilever cast-in-situ hanging basket construction procedure and promote the hanging basket walking construction efficiency.
Disclosure of Invention
In order to overcome the defects in the prior art, the utility model aims to provide the hanging basket inner anchor type walking track which can effectively avoid the phenomenon that the pulley and the track back pressure beam collide with each other to repeatedly detach the track back pressure beam when the hanging basket walks, simplify the cantilever cast-in-situ hanging basket construction procedure, improve the hanging basket walking construction efficiency and is suitable for large-scale popularization and application.
The utility model aims to provide an anchor type running track in a hanging basket, which has the advantages of ingenious design, simple structure, simple and convenient manufacture and low manufacturing cost, and is suitable for large-scale popularization and application.
In order to achieve the above purpose, the utility model provides an anchor-type running track in a hanging basket, which is characterized by comprising a left track, a right track, a left support piece, a right support piece, a lower reinforcing plate, a vertical support piece, an upper reinforcing plate, a track back-pressing beam, an anchor rib and a fastener, wherein:
the left rail and the right rail are vertically arranged and are arranged at intervals left and right along the front-rear direction, the left rail and the right rail are I-shaped rails, the left supporting piece comprises a left vertical plate and a left horizontal plate, the right supporting piece comprises a right vertical plate and a right horizontal plate, the left vertical plate, the left horizontal plate, the right vertical plate and the right horizontal plate are arranged along the front-rear direction, the left horizontal plate and the right horizontal plate are arranged at intervals left and right, the left vertical plate and the right vertical plate are arranged at intervals left and right, the left end of the left horizontal plate is positioned on the right side of a web plate of the left rail and is connected with the web plate of the left rail, the right end of the left horizontal plate is connected with the upper end of the left vertical plate, the lower end of the left horizontal plate is arranged on the right side of a lower wing plate of the left rail, the right end of the right horizontal plate is positioned on the left side of the web plate of the right rail and is connected with the upper end of the web plate of the right rail, and the left end of the horizontal plate is arranged on the upper end of the web plate of the right rail;
the upper reinforcing plate and the lower reinforcing plate are all arranged horizontally and are all arranged along the front and back direction, the upper reinforcing plate and the lower reinforcing plate are all positioned between the web plate of the left rail and the web plate of the right rail and are respectively connected with the web plate of the left rail and the web plate of the right rail, the lower reinforcing plate is respectively arranged on the left transverse plate and the right transverse plate, the vertical supporting piece is positioned between the upper reinforcing plate and the lower reinforcing plate and is respectively connected with the upper reinforcing plate and the lower reinforcing plate, the rail back pressure beam is horizontally arranged and is arranged along the front and back direction, the rail back pressure beam is positioned between the web plate of the left rail and the web plate of the right rail and is abutted to the upper reinforcing plate, the lower end of the anchor bar is used for anchoring the bridge, the upper end of the anchor bar sequentially penetrates through the lower reinforcing plate, the rail back pressure beam and the fastening piece is positioned between the left rail back pressure beam and the web plate of the back pressure beam, and the fastening piece is meshed with the fastening piece of the back pressure beam.
Preferably, the left rail and the right rail are both I-steel.
Preferably, the left support and the right support are both angle steel.
Preferably, the vertical supports are channel steel.
Preferably, the number of the vertical supports is multiple, and the multiple vertical supports are arranged around the upper ends of the anchoring ribs at intervals horizontally.
More preferably, the number of the vertical supports is 2, and the 2 vertical supports are symmetrically arranged relative to the upper ends of the anchoring ribs.
Preferably, the fastener is a nut.
Preferably, the track back-pressing beam comprises an upper channel steel and a lower channel steel, wherein the upper channel steel and the lower channel steel are horizontally arranged and are arranged along the left-right direction and are oppositely propped up and down.
Preferably, the number of the components formed by the left supporting piece, the right supporting piece, the lower reinforcing plate, the vertical supporting piece, the upper reinforcing plate, the track back-pressing beam, the anchoring rib and the fastening piece is multiple, and the multiple components are arranged at intervals along the front-back direction.
More preferably, the anchor-type running rail in the hanging basket further comprises a connecting plate, the connecting plate is vertically arranged and arranged along the left-right direction, the connecting plate is located between the web plate of the left rail and the web plate of the right rail and is respectively connected with the web plate of the left rail and the web plate of the right rail, and the connecting plate is further located between the front-back adjacent two assemblies.
The beneficial effects of the utility model are mainly as follows:
1. according to the hanging basket inner anchor type walking track, the left supporting piece and the right supporting piece are arranged between the left track and the right track, the lower reinforcing plate is arranged on the left supporting piece and the right supporting piece, the vertical supporting piece is arranged on the lower reinforcing plate, the upper reinforcing plate is arranged on the vertical supporting piece, meanwhile, the upper reinforcing plate and the lower reinforcing plate are respectively connected with the web plate of the left track and the web plate of the right track, then the track back pressure beam is placed on the upper reinforcing plate, the lower ends of the anchoring ribs are used for being anchored on a bridge deck, the upper ends of the anchoring ribs sequentially penetrate through the lower reinforcing plate, the upper reinforcing plate and the track back pressure beam from bottom to top and are exposed on the track back pressure beam, the upper ends of the anchoring ribs are sleeved with the fastening pieces in a threaded engagement mode, and the fastening pieces are abutted against the track back pressure beam, therefore, the situation that when a hanging basket walks, the track back pressure beam is repeatedly disassembled due to mutual collision between pulleys and the track beam can be effectively avoided, the construction procedure of a cast-in-place hanging basket is simplified, and the walking construction efficiency of the hanging basket is promoted, and the hanging basket is suitable for large-scale popularization and application.
2. According to the hanging basket inner anchor type walking track, the left supporting piece and the right supporting piece are arranged between the left track and the right track, the lower reinforcing plate is arranged on the left supporting piece and the right supporting piece, the vertical supporting piece is arranged on the lower reinforcing plate, the upper reinforcing plate is arranged on the vertical supporting piece, meanwhile, the upper reinforcing plate and the lower reinforcing plate are respectively connected with the web plate of the left track and the web plate of the right track, then the track back-pressing beam is placed on the upper reinforcing plate, the lower ends of the anchoring ribs are used for anchoring on a bridge deck, the lower reinforcing plate, the upper reinforcing plate and the track back-pressing beam are sequentially penetrated from bottom to top and are exposed on the track back-pressing beam, the upper ends of the anchoring ribs are sleeved with threaded engagement fasteners, and the fasteners are abutted on the track back-pressing beam.
These and other objects, features and advantages of the present utility model will be more fully apparent from the following detailed description and drawings, and may be learned by the practice of the utility model by the means, apparatus and combinations thereof as set forth hereinafter.
Drawings
Fig. 1 is a schematic front view of an embodiment of the anchor running track in a cradle of the present utility model.
Fig. 2 is a schematic diagram in perspective from the right of the embodiment shown in fig. 1.
Fig. 3 is a schematic front view of the cradle pulley being snapped onto the left and right rails of the embodiment shown in fig. 1.
(symbol description)
1 left rail; 2 right track; 3 left support; 4 right support; 5, a lower reinforcing plate; 6, vertical supports; 7, a reinforcing plate is arranged on the upper part; 8, a track back-pressing beam; 9, anchoring the rib; 10, fastening pieces; 11 left vertical plates; 12 left transverse plates; 13 right riser; a right cross plate 14; 15 connecting plates; 16 basket pulley.
Detailed Description
In order to make the technical contents of the present utility model more clearly understood, the following examples are specifically described.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Referring to fig. 1 to 2, in an embodiment of the present utility model, the in-basket anchor type running rail of the present utility model includes a left rail 1, a right rail 2, a left support 3, a right support 4, a lower reinforcement plate 5, a vertical support 6, an upper reinforcement plate 7, a rail counter-pressure beam 8, an anchor bar 9 and a fastener 10, wherein:
the left rail 1 and the right rail 2 are vertically arranged and are arranged in the front-rear direction and are arranged at left-right intervals, the left rail 1 and the right rail 2 are I-shaped rails, the left supporting piece 3 comprises a left vertical plate 11 and a left transverse plate 12, the right supporting piece 4 comprises a right vertical plate 13 and a right transverse plate 14, the left vertical plate 11, the left transverse plate 12, the right vertical plate 13 and the right transverse plate 14 are arranged along the front-rear direction, the left transverse plate 12 and the right transverse plate 14 are arranged at left-right intervals, the left end of the left transverse plate 12 is positioned at the right side of a web plate of the left rail 1 and is connected with the web plate of the left rail 1, the right end of the left transverse plate 12 is connected with the upper end of the left vertical plate 11, the lower end of the left transverse plate 11 is arranged on the right side of a lower wing plate of the left rail 1, the left end of the right transverse plate 13 is positioned at the right end of the web plate 2, and the right end of the web plate 14 is connected with the upper end of the web plate 2;
the upper reinforcing plate 7 and the lower reinforcing plate 5 are horizontally arranged and are arranged along the front-rear direction, the upper reinforcing plate 7 and the lower reinforcing plate 5 are arranged in the front-rear direction, the upper reinforcing plate 7 and the lower reinforcing plate 5 are both positioned between the web plate of the left rail 1 and the web plate of the right rail 2 and are respectively connected with the web plate of the left rail 1 and the web plate of the right rail 2, the lower reinforcing plate 5 is respectively arranged on the left transverse plate 12 and the right transverse plate 14, the vertical supporting piece 6 is positioned between the upper reinforcing plate 7 and the lower reinforcing plate 5 and is respectively connected with the upper reinforcing plate 7 and the lower reinforcing plate 5, the rail counter-pressure beam 8 is horizontally arranged and is arranged along the front-rear direction, the rail counter-pressure beam 8 is positioned between the web plate of the left rail 1 and the web plate of the right rail 2 and is abutted to the upper reinforcing plate 7, the lower end of the anchor rib 9 is used for being arranged on a bridge, the lower end of the anchor 9 is respectively arranged on the bridge, the counter-pressure beam 8 is arranged on the bridge deck of the upper reinforcing plate 7 and the upper reinforcing plate is abutted to the upper reinforcing plate 10, and the lower reinforcing plate is respectively abutted to the lower reinforcing plate is abutted to the upper reinforcing plate 10 and the upper reinforcing plate 8 is successively arranged on the bridge deck of the bridge.
The left rail 1 and the right rail 2 may be any suitable building element, and in a specific embodiment of the present utility model, the left rail 1 and the right rail 2 are each i-steel.
The left support 3 and the right support 4 may be any suitable building element, and in a specific embodiment of the utility model, the left support 3 and the right support 4 are angle steel.
The vertical supports 6 may be any suitable building element, in a particular embodiment of the utility model the vertical supports 6 are channel steel.
In the assembly composed of the left supporting piece 3, the right supporting piece 4, the lower reinforcing plate 5, the vertical supporting piece 6, the upper reinforcing plate 7, the track back-pressing beam 8, the anchoring ribs 9 and the fastening pieces 10, the number of the vertical supporting pieces 6 can be determined according to the needs, preferably, the number of the vertical supporting pieces 6 is a plurality, and a plurality of the vertical supporting pieces 6 are arranged at intervals horizontally around the upper ends of the anchoring ribs 9. Referring to fig. 1 to 2, in an embodiment of the present utility model, the number of the vertical supports 6 is 2, and the 2 vertical supports 6 are symmetrically disposed relative to the upper end of the anchoring rib 9.
The fastener 10 may be any suitable building element, and in one embodiment of the present utility model, the fastener 10 is a nut.
The track back-pressing beam 8 may have any suitable configuration, and in an embodiment of the present utility model, the track back-pressing beam 8 includes an upper channel and a lower channel, where the upper channel and the lower channel are both disposed horizontally and are disposed in a left-right direction and are disposed to abut against each other vertically.
The number of the components formed by the left supporting member 3, the right supporting member 4, the lower reinforcing plate 5, the vertical supporting member 6, the upper reinforcing plate 7, the track back pressure beam 8, the anchoring ribs 9 and the fastening members 10 can be determined according to the need, preferably, the number of the components is a plurality of components, and a plurality of the components are mutually arranged at intervals along the front-rear direction. Referring to fig. 2, in an embodiment of the present utility model, the number of the components is 4.
The anchor-in-basket running rail may further comprise any other suitable structure, as shown in fig. 1-2, in an embodiment of the present utility model, the anchor-in-basket running rail further comprises a connecting plate 15, the connecting plate 15 is vertically disposed and disposed along a left-right direction, the connecting plate 15 is located between the web of the left rail 1 and the web of the right rail 2 and connects the web of the left rail 1 and the web of the right rail 2 respectively, and the connecting plate 15 is further located between the front-back adjacent two components.
The number of the connection plates 15 may be determined according to need, more preferably, the number of the connection plates 15 is a plurality of connection plates 15, and a plurality of connection plates 15 are arranged at intervals along the front-rear direction, as shown in fig. 1-2, and in a specific embodiment of the present utility model, in the case that the number of the components is 4, the number of the connection plates 15 is 3.
When the anchor bar 9 is used, the lower ends of the anchor bars 9 are anchored on a bridge deck, the lower bolster is paved on the bridge deck and on the left and right sides of the lower ends of the anchor bars 9 along the front and rear directions, the heights are adjusted, then the left rail 1 and the right rail 2 are paved on the lower bolster, specifically, the left rail 1 and the right rail 2 are firstly arranged above the lower bolster, a left supporting piece 3, a right supporting piece 4, a lower reinforcing plate 5 and an upper reinforcing plate 7 are arranged between the left rail 1 and the right rail 2, at this time, the lower reinforcing plate 5 and the upper reinforcing plate 7 are positioned right above the upper ends of the anchor bars 9, then the left rail 1 and the right rail 2 are downwards moved, the lower reinforcing plate 5 and the upper reinforcing plate 7 are sequentially sleeved on the upper ends of the anchor bars 9 until the left rail 1 and the right rail 2 are propped against the lower bolster, then the rail counter-pressure beam 8 is sleeved on the upper ends of the anchor bars 9 and propped against the upper reinforcing plate 7, an upper fastening piece 10 is screwed on the upper end of the anchor bars 9, and the front and rear rails 1 and the rear rails can be connected through the two front and rear rails 2. After the track is erected, the basket hanging rear anchors are gradually loosened, the basket hanging pulley 16 is buckled on the left side of the left track 1 and the right side of the right track 2, and as shown in fig. 3, a traction device is installed, so that basket hanging running can be realized.
Therefore, by adopting the utility model, the track back-pressure beam is transferred from the track top to the track, the problem of frequent disassembly and installation and complicated construction caused by the mutual conflict influence of the hanging basket and the back-pressure beam in the hanging basket walking process is effectively solved, and the collision-free walking is realized.
In conclusion, the hanging basket inner anchor type walking track can effectively avoid repeated disassembly of the track back-pressure beam due to mutual collision of the pulley and the track back-pressure beam when the hanging basket walks, simplifies the cantilever cast-in-situ hanging basket construction process, improves the hanging basket walking construction efficiency, has ingenious design, simple structure, simple and convenient manufacture and low manufacturing cost, and is suitable for large-scale popularization and application.
It will thus be seen that the objects of the present utility model have been fully and effectively attained. The functional and structural principles of the present utility model have been shown and described in the examples and embodiments may be modified at will without departing from such principles. Therefore, this utility model includes all modifications encompassed within the spirit of the following claims and the scope of the following claims.
Claims (10)
1. Anchor formula walking track in hanging basket, its characterized in that includes left track, right track, left support piece, right support piece, lower reinforcing plate, vertical support piece, goes up reinforcing plate, track back pressure roof beam, anchor muscle and fastener, wherein:
the left rail and the right rail are vertically arranged and are arranged at intervals left and right along the front-rear direction, the left rail and the right rail are I-shaped rails, the left supporting piece comprises a left vertical plate and a left horizontal plate, the right supporting piece comprises a right vertical plate and a right horizontal plate, the left vertical plate, the left horizontal plate, the right vertical plate and the right horizontal plate are arranged along the front-rear direction, the left horizontal plate and the right horizontal plate are arranged at intervals left and right, the left vertical plate and the right vertical plate are arranged at intervals left and right, the left end of the left horizontal plate is positioned on the right side of a web plate of the left rail and is connected with the web plate of the left rail, the right end of the left horizontal plate is connected with the upper end of the left vertical plate, the lower end of the left horizontal plate is arranged on the right side of a lower wing plate of the left rail, the right end of the right horizontal plate is positioned on the left side of the web plate of the right rail and is connected with the upper end of the web plate of the right rail, and the left end of the horizontal plate is arranged on the upper end of the web plate of the right rail;
the upper reinforcing plate and the lower reinforcing plate are all arranged horizontally and are all arranged along the front and back direction, the upper reinforcing plate and the lower reinforcing plate are all positioned between the web plate of the left rail and the web plate of the right rail and are respectively connected with the web plate of the left rail and the web plate of the right rail, the lower reinforcing plate is respectively arranged on the left transverse plate and the right transverse plate, the vertical supporting piece is positioned between the upper reinforcing plate and the lower reinforcing plate and is respectively connected with the upper reinforcing plate and the lower reinforcing plate, the rail back pressure beam is horizontally arranged and is arranged along the front and back direction, the rail back pressure beam is positioned between the web plate of the left rail and the web plate of the right rail and is abutted to the upper reinforcing plate, the lower end of the anchor bar is used for anchoring the bridge, the upper end of the anchor bar sequentially penetrates through the lower reinforcing plate, the rail back pressure beam and the fastening piece is positioned between the left rail back pressure beam and the web plate of the back pressure beam, and the fastening piece is meshed with the fastening piece of the back pressure beam.
2. The cradle inner anchor running rail of claim 1, wherein the left rail and the right rail are both i-steel.
3. The hanging basket inner anchor running rail of claim 1, wherein the left support and the right support are angle steel.
4. The cradle in-anchor running track of claim 1, wherein the vertical support is a channel.
5. The hanging basket inner anchor running rail as claimed in claim 1, wherein the number of the vertical supports is plural, and the plural vertical supports are horizontally spaced from each other around the upper ends of the anchor bars.
6. The hanging basket inner anchor running rail as claimed in claim 5, wherein the number of the vertical supports is 2, and the 2 vertical supports are symmetrically arranged relative to the upper ends of the anchor bars.
7. The in-basket anchor running track of claim 1, wherein the fastener is a nut.
8. The hanging basket inner anchor type walking track according to claim 1, wherein the track back pressure beam comprises an upper channel steel and a lower channel steel, and the upper channel steel and the lower channel steel are horizontally arranged and are arranged along the left-right direction and are oppositely abutted up and down.
9. The in-basket anchor running track according to claim 1, wherein the number of components consisting of the left support member, the right support member, the lower reinforcing plate, the vertical support member, the upper reinforcing plate, the track back pressure beam, the anchor rib and the fastener is plural, and the plural components are disposed at intervals in the front-rear direction.
10. The in-basket anchor running rail according to claim 9, further comprising a connection plate vertically disposed and disposed in a left-right direction, the connection plate being disposed between and respectively connecting the web of the left rail and the web of the right rail, the connection plate being further disposed between the front and rear adjacent two of the components.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322245757.4U CN220377130U (en) | 2023-08-21 | 2023-08-21 | Hanging basket inner anchor type running track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322245757.4U CN220377130U (en) | 2023-08-21 | 2023-08-21 | Hanging basket inner anchor type running track |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220377130U true CN220377130U (en) | 2024-01-23 |
Family
ID=89561983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322245757.4U Active CN220377130U (en) | 2023-08-21 | 2023-08-21 | Hanging basket inner anchor type running track |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220377130U (en) |
-
2023
- 2023-08-21 CN CN202322245757.4U patent/CN220377130U/en active Active
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