CN211645872U - Cast-in-situ flowing water stair step for embankment side slope - Google Patents
Cast-in-situ flowing water stair step for embankment side slope Download PDFInfo
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- CN211645872U CN211645872U CN201822056845.9U CN201822056845U CN211645872U CN 211645872 U CN211645872 U CN 211645872U CN 201822056845 U CN201822056845 U CN 201822056845U CN 211645872 U CN211645872 U CN 211645872U
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Abstract
The utility model relates to a civil engineering technical field, concretely relates to cast-in-place flowing water stair of embankment side slope is marked time, the construction of marking time of cast-in-place flowing water stair of specially adapted embankment side slope. The stair step slope surface pouring frame structure is provided with a sliding concrete pouring cylinder structure, a sliding vibration leveling beam structure and a sliding operation platform structure; the stair step slope surface pouring frame structure comprises an upper fixed vertical frame arranged at the top of the embankment, a lower fixed vertical frame arranged at the bottom of the embankment, and a sliding track arranged on the upper fixed vertical frame and the lower fixed vertical frame; the sliding concrete pouring cylinder structure, the sliding vibration leveling beam structure and the sliding operation platform structure are arranged on the sliding track and can slide on the sliding track. The step structure is novel in design, simple and convenient to construct, easy to control construction quality and capable of saving cost.
Description
Technical Field
The utility model relates to a civil engineering technical field, concretely relates to cast-in-place flowing water stair of embankment side slope is marked time, the construction of marking time of cast-in-place flowing water stair of specially adapted embankment side slope.
Background
Because the roadbed side slope of the highway is influenced by rainfall, snowfall, underground water and the like for a long time, disasters such as slope slide and collapse, slope scouring and the like often occur, accidents caused by instability of the roadbed and the side slope can occur, hidden dangers are brought to the safety of the highway, and particularly, the hidden dangers exist on the highway, and serious traffic accidents can be possibly caused. Therefore, in order to stabilize the slope of the slope subgrade, a proper method should be selected for control.
Traditional engineering bank protection form includes clay slope, the hollow piece bank protection of hexagonal, traditional domatic bank protection form such as anchor spraying, prop up fender structure bank protection etc.. The above-mentioned forms of revetment have more or less some drawbacks or have a limited scope of application. The roadbed side slope is easy to be eroded, collapsed and the like under the action of rainfall, so that the stability of the roadbed side slope is influenced, and the adoption of framework protection is one of the roadbed protection methods commonly used for the expressway at present. The framework plays the roles of dividing water collection area and guiding and discharging in time, and can also prevent the slope from being washed by rainwater to form gully and shallow slide. In addition, the grass planted in the framework is coordinated with the surrounding environment, so that the environment can be greened and the road appearance can be beautified. The framework has various forms such as arch, herringbone, rhombus, rectangle and the like, and the herringbone framework is mainly used for soil slopes or half-rock and half-soil slopes. Because of the small masonry amount, the construction cost is economical, the construction is simple, the drainage protection effect is good, and the method is approved and popularized in the slope protection.
The slope stair tread pouring in the actual engineering is mainly manual subsection pouring, the construction quality is not easy to control, the construction efficiency is low, and the cost is high.
Disclosure of Invention
The utility model aims at solving the problem, providing a cast-in-place flowing water stair of embankment side slope is marked time.
In order to solve the problem, the utility model discloses a cast-in-place flowing water stair of embankment side slope is marked time and is pour the method and carry out deepening design, has researched out the cast-in-place flowing water stair of embankment side slope and has marked time, and structural design is novel should marking time, and the construction is simple and direct, and construction quality controls easily, has practiced thrift the cost simultaneously.
In order to achieve the purpose of the utility model, the utility model adopts the following technical scheme:
a cast-in-situ flowing water stair step for a embankment side slope comprises a stair step slope surface pouring frame structure and a stair side formwork structure, wherein a sliding concrete pouring cylinder structure, a sliding vibration leveling beam structure and a sliding operation platform structure are arranged on the stair step slope surface pouring frame structure;
the stair step slope surface pouring frame structure comprises an upper fixed vertical frame arranged at the top of the embankment, a lower fixed vertical frame arranged at the bottom of the embankment, and a sliding track arranged on the upper fixed vertical frame and the lower fixed vertical frame; the sliding concrete pouring cylinder structure, the sliding vibration leveling beam structure and the sliding operation platform structure are arranged on the sliding track and can slide on the sliding track.
As the preferred scheme, the upper fixed vertical frame and the lower fixed vertical frame are respectively fixed at the top and the bottom of the embankment through the fixed bottom plate and the fixed bottom plate movable anti-sliding keys.
As preferred scheme, slip concrete fills a section of thick bamboo structure and includes slip concrete and fills a section of thick bamboo, fills a section of thick bamboo sliding beam, fills a section of thick bamboo jib, and a slip concrete fills a section of thick bamboo and establishes in a section of thick bamboo jib bottom of filling, fills a section of thick bamboo jib upper portion and is equipped with a section of thick bamboo sliding beam that fills, fills a section of thick bamboo sliding beam and locates on the slip track.
Preferably, the sliding vibration leveling beam structure comprises a sliding vibration leveling beam, a leveling beam sliding beam and a leveling beam suspender, the sliding vibration leveling beam is arranged at the bottom of the leveling beam suspender, the top of the leveling beam suspender is arranged on the leveling beam sliding beam, and the leveling beam sliding beam is arranged on the sliding track.
Preferably, the sliding rail is provided with a leveling beam hanger rod fixing part for fixing the leveling beam hanger rod.
As a preferred scheme, the sliding operation platform structure comprises a sliding operation platform, an operation platform sliding beam and an operation platform suspender, wherein the sliding operation platform is arranged at the bottom of the operation platform suspender, the top of the operation platform suspender is arranged on the operation platform sliding beam, and the operation platform sliding beam is arranged on a sliding track.
As the preferred scheme, be equipped with the brake pin that carries out spacing removal to operation platform sliding beam on the slip track.
Preferably, the stair side formwork structure comprises a stair side formwork and a side formwork fixing suspender, and the side formwork fixing suspender is arranged at the top of the stair side formwork.
And the step side template is fixed on the stair side template through a step side template fixing nut.
As a preferred scheme, the bottom of the stair side formwork is provided with a demolding pushing device, the demolding pushing device is provided with a demolding pushing device base, and the demolding pushing device base is fixed on the slope protection way.
Compared with the prior art, the utility model, beneficial effect is:
the utility model discloses a cast-in-place flowing water stair of embankment side slope is marked time, and structural design is novel, installs and removes conveniently, can realize the segmentation and pour side slope stair tread, can realize orderly construction control, and the construction progress of being convenient for control has accelerated the construction progress.
2 the utility model relates to a stair are marked time the fortune material and are pour and strickle sliding system, end solid domatic regularization and pour the frame, can effectively solve the difficult problem of material transportation on the side slope, have avoided large-scale equipment of lifting by crane, have practiced thrift the cost.
3 the utility model relates to a sliding concrete fills a section of thick bamboo and establishes in the below to be convenient for top-down carries out pouring that stair were marked time, scrapes flat roof beam sliding beam and can scrape the unnecessary concrete in upper portion and mark time next and go on, has improved the construction progress, has practiced thrift the pouring material expense, has saved the cost.
4 the utility model relates to a side form board of marking time fixes on stair side template, and stair side template bottom sets up drawing of patterns thrustor, can effectively guarantee stair tread template and set up quality and drawing of patterns quality.
Drawings
FIG. 1 is an installation schematic diagram of a cast-in-situ running water stair step pouring structure of a embankment side slope;
FIG. 2 is a perspective view of a stair step slope surface pouring frame;
FIG. 3 is a schematic view of the step side form plate fixing;
FIG. 4 is a view of the construction of the movable anti-slide key of the fixed base plate;
FIG. 5 is a schematic view of the ejector;
in the figure: 8-ramp protection way, 10-toe drainage ditch, 36-stair step slope surface pouring frame, 37-upper fixed vertical frame, 38-lower fixed vertical frame, 39-fixed bottom plate, 40-fixed bottom plate movable anti-sliding key, 41-sliding track, 42-sliding concrete pouring cylinder, 43-sliding vibration leveling beam, 44-sliding operation platform, 45-pouring cylinder sliding beam, 46-pouring cylinder suspender, 47-leveling beam sliding beam, 48-leveling beam suspender, 49-operation platform sliding beam, 50-operation platform suspender, 51-brake pin, 52-stair side template, 53-side template fixed suspender, 54-step side template, 55-demolding thruster, 72-embankment, 82-embankment side slope soil layer, 88-leveling beam hanger rod fixing piece, 89-demoulding pushing device base and 90-stepping side template fixing nut.
Detailed Description
The technical solution of the present invention is further described and illustrated by the following specific embodiments.
Example (b):
the utility model discloses construction technical requirement such as steel pipe welding and cutting, steel reinforcement cage ligature, concrete are pour in the embodiment is no longer repeated, key exposition the utility model discloses the embodiment that the cast-in-place flowing water stair of embankment side slope was marked time, it is right through the embodiment to combine the drawing below the utility model discloses do further detailed description, this description is not restricted to following embodiment.
A cast-in-situ flowing water stair step for an embankment side slope is shown in figures 1-5 and specifically comprises a stair step slope surface pouring frame 36 structure and a stair side formwork 52 structure, wherein a sliding concrete pouring cylinder 42 structure, a sliding vibration leveling beam 43 structure and a sliding operation platform 44 structure are arranged on the stair step slope surface pouring frame 36 structure;
regarding the stair step slope surface pouring frame 36 structure, the stair step slope surface pouring frame 36 structure comprises an upper fixed vertical frame 37 arranged at the top of an embankment 72, a lower fixed vertical frame 38 arranged at the bottom of the embankment 72, and a sliding rail 41 erected on the upper fixed vertical frame 37 and the lower fixed vertical frame 38; the structure of the sliding concrete pouring cylinder 42, the structure of the sliding vibration leveling beam 43 and the structure of the sliding operation platform 44 are arranged on the sliding rail 41 and can slide on the sliding rail 41. The upper fixed vertical frame 37 and the lower fixed vertical frame 38 are fixed on the top and the bottom of the embankment 72 respectively through a fixed bottom plate 39 and a fixed bottom plate movable anti-slide key 40.
As for the structure of the sliding concrete pouring cylinder 42, specifically, as shown in fig. 1, the structure of the sliding concrete pouring cylinder 42 includes a sliding concrete pouring cylinder 42, a pouring cylinder sliding beam 45, and a pouring cylinder suspender 46, wherein the sliding concrete pouring cylinder 42 is arranged at the bottom of the pouring cylinder suspender 46, the pouring cylinder sliding beam 45 is arranged at the upper part of the pouring cylinder suspender 46, and the pouring cylinder sliding beam 45 is arranged on the sliding rail 41.
As for the structure of the sliding vibration leveling beam 43, specifically, as shown in fig. 1, the structure of the sliding vibration leveling beam 43 includes the sliding vibration leveling beam 43, a leveling beam sliding beam 47, and a leveling beam hanger 48, the sliding vibration leveling beam 43 is disposed at the bottom of the leveling beam hanger 48, the top of the leveling beam hanger 48 is disposed on the leveling beam sliding beam 47, the leveling beam sliding beam 47 is disposed on the sliding rail 41, and the sliding rail 41 is provided with a leveling beam hanger fixing member 88 for fixing the leveling beam hanger 48, so that the sliding vibration leveling beam 43 is configured to slide on the sliding rail 41.
As for the structure of the sliding operation platform 44, specifically, as shown in fig. 1, the structure of the sliding operation platform 44 includes the sliding operation platform 44, an operation platform sliding beam 49, and an operation platform boom 50, the sliding operation platform 44 is disposed at the bottom of the operation platform boom 50, the top of the operation platform boom 50 is disposed on the operation platform sliding beam 49, and the operation platform sliding beam 49 is disposed on the sliding rail 41. The slide rail 41 is provided with a brake pin 51 for limiting the movement of the operation platform slide beam 49.
As for the structure of the stair side formwork 52, specifically, as shown in fig. 1, the structure of the stair side formwork 52 includes a stair side formwork 52 and a side formwork fixing hanger bar 53, and the side formwork fixing hanger bar 53 is provided on the top of the stair side formwork 52. Meanwhile, the stair side formwork comprises a stepping side formwork 54, and the stepping side formwork 54 is fixed on the stair side formwork 52 through a stepping side formwork fixing nut 90. The bottom of the stair side formwork 52 is provided with a demolding pushing device 55, the demolding pushing device 55 is provided with a demolding pushing device base 89, the demolding pushing device base 89 is fixed on the slope protection way 8, and the demolding pushing device 55 pushes the stair side formwork 52 upwards to realize demolding.
The sliding vibration leveling beam 43, the leveling beam sliding beam 47 and the operation platform sliding beam 49 can slide on the sliding rail 41, the sliding operation platform 44 is arranged at the top, the sliding concrete pouring cylinder 42 is arranged at the bottom, so that pouring of stair steps from top to bottom is facilitated, the leveling beam sliding beam 47 can scrape redundant concrete at the upper part to the next step, and when the stair steps are leveled, the operation platform sliding beam 49 is limited and moved by the brake pin 51.
Claims (10)
1. A cast-in-place running water stair step for an embankment side slope is characterized by comprising a stair step slope surface pouring frame (36) structure and a stair side formwork (52) structure, wherein the stair step slope surface pouring frame (36) structure is provided with a sliding concrete pouring cylinder (42) structure, a sliding vibration leveling beam (43) structure and a sliding operation platform (44) structure;
the structure of the stair step slope pouring frame (36) comprises an upper fixed vertical frame (37) arranged at the top of an embankment (72), a lower fixed vertical frame (38) arranged at the bottom of the embankment (72), and a sliding track (41) erected on the upper fixed vertical frame (37) and the lower fixed vertical frame (38); the sliding concrete pouring cylinder (42) structure, the sliding vibration leveling beam (43) structure and the sliding operation platform (44) structure are arranged on the sliding rail (41) and can slide on the sliding rail (41).
2. The cast-in-situ flowing water stair step on the embankment slope according to claim 1, wherein the upper fixed vertical frame (37) and the lower fixed vertical frame (38) are respectively fixed at the top and the bottom of the embankment (72) through a fixed bottom plate (39) and a fixed bottom plate movable anti-sliding key (40).
3. The cast-in-place flowing water stair step of the embankment slope according to claim 1, wherein the structure of the sliding concrete pouring cylinder (42) comprises the sliding concrete pouring cylinder (42), a pouring cylinder sliding beam (45) and a pouring cylinder suspender (46), the sliding concrete pouring cylinder (42) is arranged at the bottom of the pouring cylinder suspender (46), the pouring cylinder sliding beam (45) is arranged at the upper part of the pouring cylinder suspender (46), and the pouring cylinder sliding beam (45) is arranged on the sliding rail (41).
4. The cast-in-place flowing water stair step on the embankment slope according to claim 1, wherein the structure of the sliding vibration leveling beam (43) comprises a sliding vibration leveling beam (43), a leveling beam sliding cross beam (47) and a leveling beam suspender (48), the sliding vibration leveling beam (43) is arranged at the bottom of the leveling beam suspender (48), the top of the leveling beam suspender (48) is arranged on the leveling beam sliding cross beam (47), and the leveling beam sliding cross beam (47) is arranged on the sliding rail (41).
5. The cast-in-situ flowing water stair step on the embankment slope according to claim 4, wherein the sliding rail (41) is provided with a strike beam suspender fixing part (88) for fixing the strike beam suspender (48).
6. The cast-in-situ flowing water stair step on the embankment slope according to claim 1, wherein the structure of the sliding operation platform (44) comprises the sliding operation platform (44), an operation platform sliding beam (49) and an operation platform suspender (50), the sliding operation platform (44) is arranged at the bottom of the operation platform suspender (50), the top of the operation platform suspender (50) is arranged on the operation platform sliding beam (49), and the operation platform sliding beam (49) is arranged on the sliding track (41).
7. The cast-in-situ flowing water stair step on the embankment slope according to claim 6, wherein a brake pin (51) for limiting the movement of a sliding beam (49) of the operating platform is arranged on the sliding rail (41).
8. The cast-in-place flowing water stair step of the embankment slope according to claim 1, wherein the stair side formwork (52) structure comprises a stair side formwork (52) and a side formwork fixing suspender (53), and the side formwork fixing suspender (53) is arranged at the top of the stair side formwork (52).
9. The embankment side slope cast-in-situ running water stair step as claimed in claim 8, further comprising step side templates (54), wherein the step side templates (54) are fixed on the stair side templates (52) through step side template fixing nuts (90).
10. The cast-in-place flowing water stair step of the embankment slope according to claim 8, wherein a demolding pushing device (55) is arranged at the bottom of the stair side formwork (52), the demolding pushing device (55) is provided with a demolding pushing device base (89), and the demolding pushing device base (89) is fixed on the retaining ramp (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822056845.9U CN211645872U (en) | 2018-12-07 | 2018-12-07 | Cast-in-situ flowing water stair step for embankment side slope |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822056845.9U CN211645872U (en) | 2018-12-07 | 2018-12-07 | Cast-in-situ flowing water stair step for embankment side slope |
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| CN211645872U true CN211645872U (en) | 2020-10-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201822056845.9U Active CN211645872U (en) | 2018-12-07 | 2018-12-07 | Cast-in-situ flowing water stair step for embankment side slope |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112502167A (en) * | 2020-11-20 | 2021-03-16 | 浙江世润建创科技发展有限公司 | Slope rain-sprinkling ditch treatment structure and construction method |
| CN115045282A (en) * | 2022-06-14 | 2022-09-13 | 福建省岩田基建工程技术有限公司 | High slope concrete pouring device and pouring method |
-
2018
- 2018-12-07 CN CN201822056845.9U patent/CN211645872U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112502167A (en) * | 2020-11-20 | 2021-03-16 | 浙江世润建创科技发展有限公司 | Slope rain-sprinkling ditch treatment structure and construction method |
| CN115045282A (en) * | 2022-06-14 | 2022-09-13 | 福建省岩田基建工程技术有限公司 | High slope concrete pouring device and pouring method |
| CN115045282B (en) * | 2022-06-14 | 2023-11-14 | 福建省岩田基建工程技术有限公司 | High slope concrete pouring device and pouring method |
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