CN214656434U - Steel form for highway bridge concrete - Google Patents
Steel form for highway bridge concrete Download PDFInfo
- Publication number
- CN214656434U CN214656434U CN202120491837.6U CN202120491837U CN214656434U CN 214656434 U CN214656434 U CN 214656434U CN 202120491837 U CN202120491837 U CN 202120491837U CN 214656434 U CN214656434 U CN 214656434U
- Authority
- CN
- China
- Prior art keywords
- plates
- template
- fixedly arranged
- steel form
- grooves
- 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
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a steel form for highway bridge roof beam concrete. The steel form for highway bridge concrete includes: a first template; the second template is arranged outside the first template; the two fixing blocks are fixedly arranged on the outer walls of the two sides of the first template; the two fixing plates are fixedly arranged on the outer walls of the two sides of the second template; the two grooves are respectively formed in the outer walls of the two fixing plates on one sides close to the fixing blocks; two openings, two the opening is seted up respectively two the fixed plate is kept away from on the outer wall of one side of fixed block, and two the opening respectively with corresponding the recess communicates with each other. The utility model provides a steel form for highway bridge concrete has easy operation, makes steel form fast assembly together, improves work efficiency's advantage.
Description
Technical Field
The utility model relates to a public road bridge roof beam technical field especially relates to a steel form for public road bridge roof beam concrete.
Background
The steel template is a steel template for concrete pouring molding, and comprises a wood template, a plywood template and the like besides the steel template. The steel form is widely applied to the building engineering by the characteristics of repeated use, attractive concrete pouring and the like, and can be divided into the following steps according to the purpose of the steel form: civil construction (house construction) steel templates and bridge steel templates. The appearance of pouring according to the steel form can be divided into: the template comprises a box beam template, a T-shaped beam template, a bent cap template, a hollow beam template, a round template, a beam protection template, a pier column head template and the like.
Because steel form non-deformable and good anti-seismic performance, people lay down the concrete in the steel form when building highway and bridge, make the firm back of concrete form fixed template and be used for the building of bridge, highway, nevertheless generally all be in the same place through a plurality of bolted connection between the current steel form, when the concrete solidifies the completion, will turn round loose bolt and part it again, the process is loaded down with trivial details and waste time and energy, and cause the smooth silk of bolt easily, influences work efficiency.
Therefore, there is a need to provide a new steel form for highway bridge concrete to solve the above technical problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide a highway bridge steel form for concrete with easy operation, make steel form fast assembly together, improve work efficiency.
In order to solve the technical problem, the utility model provides a steel form for highway bridge roof beam concrete includes: a first template; the second template is arranged outside the first template; the two fixing blocks are fixedly arranged on the outer walls of the two sides of the first template; the two fixing plates are fixedly arranged on the outer walls of the two sides of the second template; the two grooves are respectively formed in the outer walls of the two fixing plates on one sides close to the fixing blocks; the two through holes are respectively formed in the outer wall of one side, away from the fixed block, of each fixed plate, and are respectively communicated with the corresponding grooves; the two straight rods are fixedly arranged in the two through holes respectively; the two moving plates are respectively installed on the two straight rods in a sliding mode, and one sides of the two moving plates respectively extend into the corresponding grooves; the four transverse plates are fixedly arranged on the inner walls of the bottoms of the two grooves respectively; the two long plates are respectively and fixedly arranged at one ends of the two moving plates, which are positioned in the grooves, and are respectively in sliding connection with the two corresponding transverse plates; the two first clamping grooves are respectively formed in the outer wall of one side, close to the fixed plate, of each long plate; the two cavities are respectively arranged on the two fixing plates; the two clamping columns are respectively installed in the two cavities in a sliding mode, and one ends of the two clamping columns respectively extend into the corresponding first clamping grooves; the two adjusting plates are fixedly arranged on the two clamping columns respectively; the two compression springs are movably sleeved on the two clamping columns respectively, one ends of the two compression springs are fixedly arranged on the outer wall of one side of the corresponding adjusting plate, and the other ends of the two compression springs are fixedly arranged on the inner wall of one side of the corresponding cavity respectively; the two connecting plates are fixedly arranged on the outer walls of the two fixing blocks at one sides close to the fixing plates respectively; the two second clamping grooves are respectively formed in the outer wall of one side, close to each other, of each of the two connecting plates; the two L-shaped clamping plates are fixedly arranged on the outer wall of one side of each of the two long plates respectively, and one side, close to each other, of each of the two L-shaped clamping plates extends into the corresponding second clamping groove respectively.
Preferably, two the recess is fixed mounting respectively on the one side inner wall that is close to each other has the limiting plate.
Preferably, two the card post is kept away from the one end of first draw-in groove respectively fixed mounting have the removal handle.
Preferably, through holes are formed in the two moving plates respectively, and the two straight rods penetrate through the corresponding through holes respectively and are connected with the inner walls of the corresponding through holes in a sliding mode.
Preferably, the inner walls of two sides of the two cavities are respectively provided with a circular sliding hole, and the two clamping columns respectively penetrate through the corresponding circular sliding holes and are in sliding connection with the inner walls of the corresponding circular sliding holes.
Preferably, the four transverse plates are respectively provided with a square hole, and the two long plates respectively penetrate through the corresponding square holes and are in sliding connection with the inner walls of the corresponding square holes.
Compared with the prior art, the utility model provides a pair of steel form for highway bridge roof beam concrete has following beneficial effect: through removing the movable plate, make two movable plates be close to each other, the movable plate is close to each other and enters into the second draw-in groove, accomplishes the card of linking up the fishplate bar and holds, makes can be quick installation together between two templates, improves work efficiency, through removing the removal handle, under compression spring's effect, makes the card post enter into first draw-in groove, accomplishes the card of long board and holds, and then makes the connection between first template and the second template inseparabler, provides powerful assurance for the preparation of model.
Drawings
Fig. 1 is a schematic structural diagram of a preferred embodiment of a steel form for highway bridge concrete according to the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
fig. 3 is an enlarged view of the portion B shown in fig. 2.
Reference numbers in the figures: 1. a first template; 2. a second template; 3. a fixed block; 4. a fixing plate; 5. a groove; 6. a port; 7. a straight rod; 8. moving the plate; 9. a transverse plate; 10. a long plate; 11. a first card slot; 12. a cavity; 13. clamping the column; 14. an adjusting plate; 15. a compression spring; 16. a connector tile; 17. a second card slot; 18. an L-shaped clamping plate; 19. and a limiting plate.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
Referring to fig. 1 to fig. 3, fig. 1 is a schematic structural diagram of a steel form for highway bridge concrete according to a preferred embodiment of the present invention; FIG. 2 is an enlarged view of portion A of FIG. 1; fig. 3 is an enlarged view of the portion B shown in fig. 2. The steel form for highway bridge concrete includes: a first template 1; the second template 2 is arranged outside the first template 1; the two fixing blocks 3 are fixedly arranged on the outer walls of the two sides of the first template 1; the two fixing plates 4 are fixedly arranged on the outer walls of the two sides of the second template 2; the two grooves 5 are respectively formed in the outer walls of the two fixing plates 4 close to one side of the fixing block 3; the two through holes 6 are respectively formed in the outer walls of the two fixing plates 4 far away from the fixing block 3, and the two through holes 6 are respectively communicated with the corresponding grooves 5; the two straight rods 7 are respectively fixedly arranged in the two through holes 6; the two moving plates 8 are respectively installed on the two straight rods 7 in a sliding mode, and one sides of the two moving plates 8 respectively extend into the corresponding grooves 5; the four transverse plates 9 are respectively and fixedly arranged on the inner walls of the bottoms of the two grooves 5; the two long plates 10 are respectively and fixedly arranged at one end of the two moving plates 8 in the groove 5, and the two long plates 10 are respectively and slidably connected with the two corresponding transverse plates 9; the two first clamping grooves 11 are respectively formed in the outer walls of the two long plates 10, which are close to the fixed plate 4; the two cavities 12 are respectively arranged on the two fixing plates 4; the two clamping columns 13 are respectively installed in the two cavities 12 in a sliding manner, and one ends of the two clamping columns 13 respectively extend into the corresponding first clamping grooves 11; the two adjusting plates 14 are respectively and fixedly arranged on the two clamping columns 13; the two compression springs 15 are respectively movably sleeved on the two clamping columns 13, one ends of the two compression springs 15 are fixedly arranged on the outer wall of one side of the corresponding adjusting plate 14, and the other ends of the two compression springs 15 are respectively fixedly arranged on the inner wall of one side of the corresponding cavity 12; two connecting plates 16, wherein the two connecting plates 16 are respectively fixedly arranged on the outer walls of the two fixing blocks 3 close to one side of the fixing plate 4; the two second clamping grooves 17 are respectively formed in the outer walls of the two adjacent connecting plates 16; the two L-shaped clamping plates 18 are fixedly arranged on the outer wall of one side of each of the two long plates 10, and the side, close to each other, of each of the two L-shaped clamping plates 18 extends into the corresponding second clamping groove 17.
And limiting plates 19 are fixedly arranged on the inner walls of the two adjacent grooves 5.
And one ends of the two clamping columns 13, which are far away from the first clamping groove 11, are respectively and fixedly provided with a movable handle.
Through holes are respectively formed in the two moving plates 8, and the two straight rods 7 respectively penetrate through the corresponding through holes and are in sliding connection with the inner walls of the corresponding through holes.
The inner walls of the two sides of the two cavities 12 are respectively provided with a circular sliding hole, and the two clamping columns 13 respectively penetrate through the corresponding circular sliding holes and are in sliding connection with the inner walls of the corresponding circular sliding holes.
The four transverse plates 9 are respectively provided with a square hole, and the two long plates 10 respectively penetrate through the corresponding square holes and are in sliding connection with the inner walls of the corresponding square holes.
The utility model provides a steel form for highway bridge concrete's theory of operation as follows: when the first template 1 and the second template 2 need to be installed together, the moving handle is moved rightwards, the moving handle is moved, the moving handle moves to drive the clamping column 13 to move out of the first clamping groove 11, meanwhile, the clamping column 13 moves to enable the compression spring 15 to be in a compression state, when the clamping column 13 moves out of the first clamping groove 11, the moving plate 8 is moved, the moving plate 8 moves to drive the L-shaped clamping plates 18 to move, the two L-shaped clamping plates 18 are far away from each other, when the L-shaped clamping plates 18 move to a proper position, the first template 1 is moved close to the second template 2, the two connecting plates 16 enter the grooves 5, when the connecting plates 16 contact the limiting plates 19, the moving plate 8 is moved to enable the two moving plates 8 to approach each other, the moving plates 8 approach each other and enter the second clamping grooves 17 to clamp the connecting plates 16, and the connecting plates 16 are completed, the two templates can be quickly installed together, the working efficiency is improved, the moving handle is released, the clamping column 13 enters the first clamping groove 11 under the action of the compression spring 15, the long plate 10 is clamped, and therefore the connection between the first template 1 and the second template 2 is tight, and powerful guarantee is provided for model making.
Compared with the prior art, the utility model provides a steel form for highway bridge beam concrete has following beneficial effect:
the utility model provides a steel form for highway bridge concrete, through removing movable plate 8, make two movable plates 8 be close to each other, movable plate 8 is close to each other and enters into in second draw-in groove 17, accomplish the card of linking up fishplate bar 16 and hold, make between two templates can be quick the installation together, improve work efficiency, through removing the removal handle, under compression spring 15's effect, make card post 13 enter into first draw-in groove 11 in, accomplish the card of long slab 10 and hold, and then make the connection between first template 1 and the second template 2 inseparabler, provide strong assurance for the preparation of model.
The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a highway bridge steel form for concrete which characterized in that includes:
a first template;
the second template is arranged outside the first template;
the two fixing blocks are fixedly arranged on the outer walls of the two sides of the first template;
the two fixing plates are fixedly arranged on the outer walls of the two sides of the second template;
the two grooves are respectively formed in the outer walls of the two fixing plates on one sides close to the fixing blocks;
the two through holes are respectively formed in the outer wall of one side, away from the fixed block, of each fixed plate, and are respectively communicated with the corresponding grooves;
the two straight rods are fixedly arranged in the two through holes respectively;
the two moving plates are respectively installed on the two straight rods in a sliding mode, and one sides of the two moving plates respectively extend into the corresponding grooves;
the four transverse plates are fixedly arranged on the inner walls of the bottoms of the two grooves respectively;
the two long plates are respectively and fixedly arranged at one ends of the two moving plates, which are positioned in the grooves, and are respectively in sliding connection with the two corresponding transverse plates;
the two first clamping grooves are respectively formed in the outer wall of one side, close to the fixed plate, of each long plate;
the two cavities are respectively arranged on the two fixing plates;
the two clamping columns are respectively installed in the two cavities in a sliding mode, and one ends of the two clamping columns respectively extend into the corresponding first clamping grooves;
the two adjusting plates are fixedly arranged on the two clamping columns respectively;
the two compression springs are movably sleeved on the two clamping columns respectively, one ends of the two compression springs are fixedly arranged on the outer wall of one side of the corresponding adjusting plate, and the other ends of the two compression springs are fixedly arranged on the inner wall of one side of the corresponding cavity respectively;
the two connecting plates are fixedly arranged on the outer walls of the two fixing blocks at one sides close to the fixing plates respectively;
the two second clamping grooves are respectively formed in the outer wall of one side, close to each other, of each of the two connecting plates;
the two L-shaped clamping plates are fixedly arranged on the outer wall of one side of each of the two long plates respectively, and one side, close to each other, of each of the two L-shaped clamping plates extends into the corresponding second clamping groove respectively.
2. The steel form for road bridge concrete according to claim 1, wherein a limiting plate is fixedly installed on each of inner walls of the two grooves on the side close to each other.
3. The steel form for road bridge concrete according to claim 1, wherein a moving handle is fixedly mounted at one end of each of the two clamp posts, which is far away from the first clamp groove.
4. The steel form for road bridge concrete according to claim 1, wherein through holes are formed in each of the two moving plates, and the two straight rods penetrate through the corresponding through holes and are slidably connected to inner walls of the corresponding through holes.
5. The steel form for road bridge concrete according to claim 1, wherein two side inner walls of the two cavities are respectively provided with a circular sliding hole, and the two clamping columns respectively penetrate through the corresponding circular sliding holes and are slidably connected with the inner walls of the corresponding circular sliding holes.
6. The steel form for road bridge girder concrete according to claim 1, wherein four of the cross plates are respectively provided with a square hole, and two of the long plates respectively penetrate through the corresponding square holes and are slidably connected with inner walls of the corresponding square holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120491837.6U CN214656434U (en) | 2021-03-09 | 2021-03-09 | Steel form for highway bridge concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120491837.6U CN214656434U (en) | 2021-03-09 | 2021-03-09 | Steel form for highway bridge concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214656434U true CN214656434U (en) | 2021-11-09 |
Family
ID=78451777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120491837.6U Active CN214656434U (en) | 2021-03-09 | 2021-03-09 | Steel form for highway bridge concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214656434U (en) |
-
2021
- 2021-03-09 CN CN202120491837.6U patent/CN214656434U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112627520A (en) | Fixed template structure of pouring frame for civil construction engineering | |
| CN214656434U (en) | Steel form for highway bridge concrete | |
| CN110067383A (en) | A kind of construction beam column concreting compact-type Combined formwork | |
| CN211114233U (en) | Vertical connection structure of assembled shear force wall | |
| CN111893900B (en) | Assembled bridge of turning | |
| CN214939304U (en) | Bridge pouring mold | |
| CN210238890U (en) | High-strength prefabricated floor slab | |
| CN213539967U (en) | Autoclaved sand concrete panel assembly capable of being rapidly constructed | |
| CN210066800U (en) | Prefabricated cushion cap mould structure of instrument formula | |
| CN210049378U (en) | U-shaped connecting beam of precast concrete beam and box-shaped steel column | |
| CN214995887U (en) | Novel structure of plank sheathing when concrete placement in gardens construction | |
| CN221143551U (en) | Assembled stair tread template | |
| CN112127515A (en) | Connecting device for precast concrete external wall panels | |
| CN212374832U (en) | Self-supporting lifting platform jacking entrance to a cave girder steel structure | |
| CN210713778U (en) | Can splice type and exempt from to tear open cement template | |
| CN211369514U (en) | Assembled construction formwork | |
| CN220644084U (en) | River course bank protection concrete tooth wall pouring device | |
| CN220285346U (en) | Reinforcing steel bar framework binding auxiliary frame | |
| CN219653747U (en) | Spliced precast reinforced concrete foundation | |
| CN213320753U (en) | Hydraulic template of precast beam board | |
| CN220953893U (en) | Pre-buried structure for connecting concrete beam and steel truss | |
| CN212641727U (en) | Novel frame construction of assembly type structure | |
| CN216665033U (en) | Beam slab concrete placement isolating device | |
| CN214329452U (en) | Show wallboard connecting device | |
| CN220645964U (en) | Combined template for highway tunnel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |