CN213653461U - Concrete pouring and raising device for steel trestle pile foundation construction - Google Patents
Concrete pouring and raising device for steel trestle pile foundation construction Download PDFInfo
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- CN213653461U CN213653461U CN202022045725.6U CN202022045725U CN213653461U CN 213653461 U CN213653461 U CN 213653461U CN 202022045725 U CN202022045725 U CN 202022045725U CN 213653461 U CN213653461 U CN 213653461U
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Abstract
The utility model relates to a steel landing stage pile foundation construction is with concrete pouring raising device, include: the top surface of the inclined plate is provided with an anti-skid structure, and the higher end of the top of the inclined plate is provided with an anti-falling structure; the inclined plate supporting mechanism comprises two supporting units, the two supporting units are respectively located on two sides of the bottom of the inclined plate, each supporting unit comprises a bottom plate, a plurality of triangular vertical supporting plates are fixedly arranged at the top of each bottom plate, a plurality of connecting blocks for connecting and supporting are arranged between every two adjacent vertical supporting plates, a transverse connecting structure is arranged between the two supporting units, and two ends of the transverse connecting structure are respectively fixedly connected with the vertical supporting plates of the two supporting units. The utility model discloses simple structure, processing convenience, intensity are higher, with its hoist and mount to bored concrete pile drill way edge, the concrete tank car can directly back a car and go to it to raise the tank car blowing height, solved the problem that can't use traditional bed hedgehopping method on the steel trestle platform.
Description
Technical Field
The utility model relates to a construction auxiliary structure technical field especially relates to a steel landing stage pile foundation construction is with concrete pouring raising device.
Background
Along with the acceleration of the construction process of national infrastructure, more and more projects need to utilize the bridge to stride across the river, and stride across the river and need to build steel trestle and steel platform as construction platform, when traditional land pile foundation construction was poured into concrete, the pile foundation diameter is big, the first square volume of material of need irritates greatly to the hopper is higher, and the concrete tank truck is not high enough, can't directly unload, land only need on-the-spot pad soil do the slope can, and on the trestle for not polluting the river, consider environmental protection requirement and can't be carried out, cause the puzzlement for the construction.
Disclosure of Invention
The utility model aims at providing a device is raised with concrete perfusion to steel trestle pile foundation construction in to the bridge construction, can't use the problem of traditional land pile foundation bed soil method on the steel trestle platform, according to on-the-spot reality.
The utility model discloses a realize above-mentioned purpose, adopt following technical scheme:
the utility model provides a device is raised in concrete pouring for construction of steel trestle pile foundation, includes:
the top surface of the inclined plate is provided with an anti-skid structure, and the higher end of the top of the inclined plate is provided with an anti-falling structure;
swash plate supporting mechanism, swash plate supporting mechanism includes two support unit, two support unit are located swash plate bottom both sides respectively, support unit includes the bottom plate, the bottom plate top has set firmly polylith triangle-shaped's vertical support plate, vertical setting of vertical support plate and top and swash plate bottom fixed connection, be equipped with a plurality of connecting blocks that play connection and supporting role between two adjacent vertical support plate, be equipped with transverse connection structure between two support unit, transverse connection structure's both ends respectively with two support unit's vertical support plate fixed connection.
Furthermore, the anti-skidding structure is anti-skidding line or fixed connection anti-skidding reinforcing bar on the swash plate top surface on the swash plate.
Further, the anti-falling structure is hollow square steel, and the hollow square steel is welded at the edge of the higher end of the top surface of the inclined plate.
Furthermore, the number of the vertical supporting plates of each supporting unit is three, and the three vertical supporting plates are arranged in parallel.
Furthermore, the number of the connecting blocks is multiple pairs, the two sides of each connecting block are fixedly connected with the side walls of two adjacent vertical supporting plates respectively, one of the two connecting blocks in the same pair is connected with the top of the side wall of each vertical supporting plate, and the other connecting block is connected with the bottom of the side wall of each vertical supporting plate.
Further, transverse connection structure includes a plurality of stull and a plurality of connecting pipe, and stull and the equal level setting of a plurality of connecting pipe, the stull links to each other and top and the laminating of swash plate bottom surface with vertical support plate's lateral wall top, and the connecting pipe links to each other with vertical support plate's lateral wall middle part.
Furthermore, a plurality of reinforcing ribs are arranged on the side wall of the vertical supporting plate positioned on the outer side, and the inclined plate, the vertical supporting plate and the bottom plate are fixedly connected with the reinforcing ribs.
The utility model has the advantages that: the utility model discloses simple structure, processing convenience, intensity are higher, with its hoist and mount to bored concrete pile drill way edge, the concrete tank car can directly back a car and go to it to raise the tank car blowing height, solved the problem that can't use traditional bed hedgehopping method on the steel trestle platform.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a left side view of the present invention;
FIG. 3 is a cross-sectional view taken at A-A of FIG. 1;
FIG. 4 is a cross-sectional view taken at B-B of FIG. 1;
in the figure: 1-a sloping plate; 11-an anti-slip structure; 12-a fall arrest arrangement; 2-a sloping plate supporting mechanism; 21-a bottom plate; 22-vertical support plate; 23-connecting blocks; 24-a transverse attachment structure; 241-waling; 242-connecting tube; 25-reinforcing ribs;
the following detailed description will be made in conjunction with embodiments of the present invention with reference to the accompanying drawings.
Detailed Description
The invention will be further explained with reference to the following figures and examples:
as shown in the figure, a device is raised in concrete pouring for steel trestle pile foundation construction includes:
the anti-falling device comprises an inclined plate 1, wherein the top surface of the inclined plate 1 is provided with an anti-sliding structure 11, and the higher end of the top of the inclined plate 1 is provided with an anti-falling structure 12;
swash plate supporting mechanism 2, swash plate supporting mechanism 2 includes two support element, two support element are located 1 bottom both sides of swash plate respectively, support element includes bottom plate 21, bottom plate 21 top has set firmly polylith triangle-shaped's vertical support plate 22, vertical setting of vertical support plate 22 and top and 1 bottom fixed connection of swash plate, be equipped with a plurality of connecting blocks 23 of connecting and supporting role that play between two adjacent vertical support plate 22, be equipped with transverse connection structure 24 between two support element, transverse connection structure 24's both ends respectively with two support element's vertical support plate 22 fixed connection.
Further, the anti-skid structure 11 is anti-skid lines on the inclined plate 1 or anti-skid steel bars fixedly connected to the top surface of the inclined plate 1.
Further, the anti-falling structure 12 is made of hollow square steel, and the hollow square steel is welded at the edge of the higher end of the top surface of the inclined plate 1.
Further, the number of the vertical support plates 22 of each support unit is three, and the three vertical support plates 22 are arranged in parallel with each other.
Furthermore, the number of the connecting blocks 23 is multiple pairs, two sides of each connecting block 23 are respectively fixedly connected with the side walls of two adjacent vertical supporting plates 22, one of the two connecting blocks 23 of the same pair is connected with the top of the side wall of each vertical supporting plate 22, and the other connecting block is connected with the bottom of the side wall of each vertical supporting plate 22.
Further, transverse connection structure 24 includes a plurality of stull 241 and a plurality of connecting pipe 242, and stull 241 and the equal level setting of a plurality of connecting pipe 242, stull 241 link to each other and top and the laminating of swash plate 1 bottom surface with vertical support plate 22's lateral wall top, and connecting pipe 242 links to each other with vertical support plate 22's lateral wall middle part.
Furthermore, a plurality of reinforcing ribs 25 are arranged on the side wall of the vertical supporting plate 22 positioned on the outer side, and the inclined plate 1, the vertical supporting plate 22 and the bottom plate 21 are fixedly connected with the reinforcing ribs 25.
During construction, the utility model discloses a concrete mounting method as follows:
(1) firstly, three vertical supporting plates 22 are spot-welded on the bottom plate 21 to ensure the verticality of the vertical steel plate, then full welding is carried out on the longitudinal contact part, and the three vertical supporting plates 22 on the other side are also welded on the bottom plate 21 by the same method.
(2) Then, three vertical support plates 22 are connected by using connecting blocks 23, one vertical support plate is arranged at intervals of 60cm, all contact parts are fully welded, and the other side is welded by adopting the same method.
(3) The two assembled support units are connected by the cross brace 241 and the connecting pipe 242, and the contact parts are all fully welded.
(4) The inclined plate 1 is placed on the assembled inclined plate supporting mechanism 2, the inclined plate 1 and the vertical supporting plate 22 (three plates on each side) are welded, and the contact parts are fully welded.
(5) The assembled components are reinforced by reinforcing ribs 25 (the height of which changes along with the gradient), are arranged on the side faces of the vertical supporting plates 22, are fully welded with the contact parts of the bottom plate 21 and the inclined plate 1, and are arranged at intervals of 60 cm.
(6) The anti-falling structure 12 is welded at the highest end of the inclined plate 1, and the contact part is fully welded.
(7) The antiskid steel bars are welded on the inclined plate 1 and are arranged one by one at intervals of 30 cm.
The utility model discloses simple structure, processing convenience, intensity are higher, with its hoist and mount to bored concrete pile drill way edge, the concrete tank car can directly back a car and go to it to raise the tank car blowing height, solved the problem that can't use traditional bed hedgehopping method on the steel trestle platform.
The present invention has been described above with reference to the accompanying drawings, and it is obvious that the present invention is not limited by the above embodiments, and various improvements made by the method concept and technical solution of the present invention or directly applied to other occasions without improvement are all within the protection scope of the present invention.
Claims (7)
1. The utility model provides a device is raised in concrete pouring for construction of steel trestle pile foundation, a serial communication port, include:
the anti-falling device comprises an inclined plate (1), wherein the top surface of the inclined plate (1) is provided with an anti-sliding structure (11), and the higher end of the top of the inclined plate (1) is provided with an anti-falling structure (12);
swash plate supporting mechanism (2), swash plate supporting mechanism (2) include two support element, two support element are located swash plate (1) bottom both sides respectively, support element includes bottom plate (21), bottom plate (21) top has set firmly polylith triangle-shaped's vertical support board (22), vertical support board (22) are vertical to be set up and top and swash plate (1) bottom fixed connection, be equipped with a plurality of connecting blocks (23) of connecting and supporting role between two adjacent vertical support board (22), be equipped with transverse connection structure (24) between two support element, the both ends of transverse connection structure (24) respectively with two support element's vertical support board (22) fixed connection.
2. The concrete pouring and raising device for the steel trestle pile foundation construction according to claim 1, wherein the anti-skid structure (11) is anti-skid lines on the sloping plate (1) or anti-skid steel bars fixedly connected on the top surface of the sloping plate (1).
3. The concrete pouring and raising device for the steel trestle pile foundation construction is characterized in that the anti-falling structure (12) is hollow square steel, and the hollow square steel is welded at the edge of the higher end of the top surface of the inclined plate (1).
4. The concrete pouring and raising device for the steel trestle pile foundation construction according to claim 1, characterized in that the number of the vertical support plates (22) of each support unit is three, and the three vertical support plates (22) are arranged in parallel with each other.
5. The concrete pouring and raising device for the steel trestle pile foundation construction according to claim 1, characterized in that the number of the connecting blocks (23) is multiple, two sides of the connecting blocks (23) are respectively fixedly connected with the side walls of two adjacent vertical supporting plates (22), one of the two connecting blocks (23) of the same pair is connected with the top of the side wall of the vertical supporting plate (22), and the other is connected with the bottom of the side wall of the vertical supporting plate (22).
6. The concrete pouring and raising device for the steel trestle pile foundation construction according to claim 1, wherein the transverse connecting structure (24) comprises a plurality of cross braces (241) and a plurality of connecting pipes (242), the cross braces (241) and the connecting pipes (242) are horizontally arranged, the cross braces (241) are connected with the top of the side wall of the vertical supporting plate (22), the top of the cross braces (241) is attached to the bottom surface of the inclined plate (1), and the connecting pipes (242) are connected with the middle of the side wall of the vertical supporting plate (22).
7. The device is raised in concrete pouring for steel trestle pile foundation construction of claim 1, characterized in that, be equipped with a plurality of strengthening ribs (25) on the vertical support plate (22) lateral wall that is located the outside, swash plate (1), vertical support plate (22), bottom plate (21) all with strengthening rib (25) fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022045725.6U CN213653461U (en) | 2020-09-18 | 2020-09-18 | Concrete pouring and raising device for steel trestle pile foundation construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022045725.6U CN213653461U (en) | 2020-09-18 | 2020-09-18 | Concrete pouring and raising device for steel trestle pile foundation construction |
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| Publication Number | Publication Date |
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| CN213653461U true CN213653461U (en) | 2021-07-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022045725.6U Active CN213653461U (en) | 2020-09-18 | 2020-09-18 | Concrete pouring and raising device for steel trestle pile foundation construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622251A (en) * | 2021-08-03 | 2021-11-09 | 深圳宏业基岩土科技股份有限公司 | Recyclable friction plate for trestle and ramp |
-
2020
- 2020-09-18 CN CN202022045725.6U patent/CN213653461U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622251A (en) * | 2021-08-03 | 2021-11-09 | 深圳宏业基岩土科技股份有限公司 | Recyclable friction plate for trestle and ramp |
| CN113622251B (en) * | 2021-08-03 | 2022-08-09 | 深圳宏业基岩土科技股份有限公司 | Recyclable friction plate for trestle and ramp |
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