Automatic siphon drainage device for roof
Technical Field
The invention belongs to the technical field of drainage devices, and particularly relates to an automatic siphon drainage device for a roof.
Background
The temporary drainage used in the construction of the building is drainage to be scattered to a basement or a construction site. The traditional drainage method has poor drainage effect, is temporary due to incomplete construction operation surfaces and easy to form accumulated water at the positions of the construction operation surfaces and unfinished roofs in rainy seasons, and can damage the construction operation surfaces due to accumulated water soaking, so that large hidden quality hazards exist, and a siphon pipe is needed to be used for drainage.
The existing automatic siphon drainage device has the following problems:
When the bucket front water depth of the existing construction roof siphon drainage device is deeper, the load of the construction roof is easily increased, the overall structure safety of the work surface is threatened, when the bucket front water depth is too shallow, an effective pressure difference cannot be formed, so that the siphon effect cannot be triggered, the drainage efficiency is low, rainwater cannot be timely discharged, and even ponding or overflow is caused, and therefore the existing use requirement of the automatic siphon drainage device cannot be met.
Disclosure of Invention
Aiming at the situation, in order to overcome the defects of the prior art, the scheme provides the roof automatic siphon drainage device which can improve the depth of rainwater in front of a bucket, strengthen the siphon effect and realize rapid drainage of rainwater under the condition that the construction roof can not receive larger load caused by rainwater aggregation.
The technical scheme adopted by the scheme is that the automatic siphon drainage device for the roof comprises a drainage table, a drainage bucket, a impurity filtering type drainage mechanism, a propping type vertical heavy mechanism and a floating type drainage mechanism, wherein the drainage bucket is arranged on the upper wall of the drainage table, the impurity filtering type drainage mechanism is arranged on the upper wall of the drainage table on the outer side of the drainage bucket, the propping type vertical heavy mechanism is arranged on one end, far away from the drainage table, of the impurity filtering type drainage mechanism, the floating type drainage mechanism is arranged on the propping type vertical heavy mechanism, the impurity filtering type drainage mechanism comprises an interception mechanism and an oblique flow mechanism, the interception mechanism is arranged on the upper wall of the drainage table on the outer side of the drainage bucket, the oblique flow mechanism is arranged on the bottom wall of the drainage table, the propping type vertical heavy mechanism comprises a resultant force mechanism and a positioning mechanism, the resultant force mechanism is arranged on one end, far away from the interception mechanism, the positioning mechanism is arranged on one side, close to the oblique flow mechanism, the pressing mechanism comprises a water leakage mechanism and a control pressure mechanism, the water leakage mechanism is arranged on the bottom wall of the resultant force mechanism, and the control mechanism is arranged inside the resultant force mechanism.
As a further preferable scheme, the interception mechanism comprises an interception cylinder and a filtering port, wherein the interception cylinder is arranged on the upper wall of the drain table at the outer side of the drain hopper, a plurality of groups of filtering ports are arranged on the side wall of the interception cylinder, the diagonal flow mechanism comprises a sewage cylinder, a sewage pipe and a diagonal flow pipe, the sewage cylinder is arranged on the bottom wall of the drain table, the sewage pipe penetrates through the drain table and is communicated between the drain hopper and the sewage cylinder, and a plurality of groups of diagonal flow pipes are communicated on the side wall of the sewage cylinder.
When the construction machine is used, temporary falling in rainy season is carried out, as no drainage pipeline is arranged on the construction roof, more rainwater can gather in the construction area, the bearing pressure of the construction work surface which is not completed is increased, normal construction work is not facilitated on the construction work surface, the drainage table drives the sewage cylinder to be attached to the construction work surface, when the rainwater on the construction work surface is in a state of passing through the drainage hopper, the rainwater is mixed with sediment on the construction work surface to form sewage, a large amount of impurities and particulate matters are contained in the sewage, the pipeline is blocked or siphon effect is affected, therefore, the rainwater on the construction work surface enters the interior of the sewage cylinder after being filtered by the filtering port, and the sewage cylinder shunts the rainwater to the interior of the diagonal flow pipe for discharging.
Preferably, the resultant force mechanism comprises a sewage tank, a resultant force frame, a pipeline groove, a flat water pipe and a drain valve, wherein the sewage tank is communicated with one side, far away from the sewage cylinder, of the inclined flow pipe, the resultant force frame is arranged between adjacent sewage tanks, the pipeline groove is arranged on the inner wall of the resultant force frame and is in through arrangement, the flat water pipe penetrates through the resultant force frame and is communicated between the sewage tanks, the flat water pipe is arranged inside the pipeline groove, the drain valve is communicated with the bottom wall of the sewage tank, the positioning mechanism comprises a fixed block and a fixed screw, the fixed block is symmetrically arranged on one side, close to the inclined flow pipe, of the sewage tank, and the fixed screw is symmetrically arranged on the side wall of the fixed block.
When the sewage tank is used, the sewage tank is fixed to the wall below the drainage hopper through the fixing screws, the sewage tank is hung on the side wall of the wall body, the inclined flow pipe is communicated with the upper wall of the sewage tank, the independent sewage tank is hung on the surface of the wall body, an outward inclined force is generated, the vertical bearing force of the independent sewage tank is not consistent with that of the wall body, the weight of the sewage tank is increased after water is stored in the sewage tank, the hanging pressure of the wall body is increased, at the moment, the sewage tanks are connected in series through the resultant force frame, the gravity centers of the sewage tanks are stabilized through the mutual pulling of the resultant force frame, the downward gravity of the sewage tank is consistent with the vertical bearing force of the wall body, and the vertical bearing force of the wall body is large relative to the hanging bearing force of the wall body, so that the vertical bearing force of the sewage tank and the wall body is kept consistent in a resultant force mode, most of the weight can be concentrated on the wall body with good bearing performance, the hanging pressure of the wall body and the load pressure of a construction working face are reduced, the front water depth of the hopper is increased, the siphon effect is enhanced, and the sewage on the construction working face can be rapidly cleared, and normal construction operation is guaranteed.
The pressure control mechanism comprises a semi-cylinder, a guide post, a buoyancy column, a pressure stabilizing magnet, a fixed magnet and a pressure stabilizing spring, wherein the semi-cylinder is symmetrically arranged on the upper wall of the sewage tank on two sides of the diagonal flow pipe, the semi-cylinder is communicated with the sewage tank, the guide post is arranged between the top wall of the semi-cylinder and the bottom wall of the water leaking cylinder, the buoyancy column is slidably arranged on the outer side of the guide post, the pressure stabilizing magnet is arranged on the bottom wall of the buoyancy column on the outer side of the guide post, the fixed magnet is arranged on the bottom wall of the water leaking cylinder on the outer side of the guide post, the pressure stabilizing magnet is arranged opposite to the fixed magnet, and the pressure stabilizing spring is arranged between the buoyancy column on the outer side of the guide post and the top wall of the semi-cylinder.
When the device is used, in an initial state, the pressure stabilizing spring is in an extension arrangement, the diameter of the buoyancy column is larger than the diameter of the communicating part of the water leakage cylinder and the sewage tank, the fixed magnet adsorbs the pressure stabilizing magnet through magnetic force, the inclined flow pipe continuously conveys rainwater on the construction operation surface to the inside of the sewage tank, the upper wall of the buoyancy column and the upper wall of the sewage tank keep a small distance, the rainwater liquid level in the inside of the sewage tank rises, the area of the buoyancy column immersed in the rainwater is increased, the buoyancy received by the buoyancy column is increased, along with the continuous rising of the rainwater liquid level in the inside of the sewage tank, the buoyancy received by the buoyancy column is larger than the adsorption magnetic force of the fixed magnet and the pressure stabilizing magnet, the buoyancy column slides into the semicircular cylinder along the guide column by utilizing the deformation of the pressure stabilizing spring, the water leakage cylinder is communicated with the sewage tank, and the external siphon pipe is communicated with the water leakage port, and when the water depth in the inside of the sewage tank reaches a certain degree, a siphon effect is formed, the rainwater is sucked into the external siphon pipe and discharged at a high flow speed, and the construction operation surface rainwater is removed.
The beneficial effect that this scheme of adoption above-mentioned structure obtained is as follows:
Compared with the prior art, the scheme adopts the mode that the resultant force externally hung structure is combined with the bucket front water storage structure, through the impurity filtering type water draining mechanism, the propping type vertical weight mechanism and the floating type water draining mechanism which are arranged, under the mutual cooperation of the interception mechanism, the diagonal flow mechanism, the resultant force mechanism, the positioning mechanism, the water leakage mechanism and the pressure control mechanism, the load of the construction working face from rainwater can be reduced, the bucket front water depth can be improved, the siphon effect is enhanced, meanwhile, sewage formed by mixing the rainwater with the construction working face can be filtered, the smooth and unimpeded of the siphon water draining pipeline is ensured, the normal construction operation of the construction working face is ensured, the buoyancy born by the buoyancy column is increased, along with the continuous rising of the rainwater level in the sewage box, is greater than the adsorption magnetic force of the fixed magnet and the voltage stabilizing magnet, the buoyancy column slides into the semicircular cylinder along the guide column by utilizing the deformation of the voltage stabilizing spring, the external siphon is communicated with the sewage box, and the external siphon is communicated with the water leakage port when the water depth in the sewage box is siphoned to a certain extent, the effect is formed, and the rainwater is sucked into the external siphon and is discharged at a higher flow rate.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present solution;
FIG. 2 is a top perspective view of the present solution;
FIG. 3 is a side perspective view of the present solution;
fig. 4 is a schematic structural diagram of the pressure control mechanism according to the present embodiment;
FIG. 5 is a front view of the present solution;
FIG. 6 is a top view of the present solution;
FIG. 7 is a partial cross-sectional view of portion A-A of FIG. 6;
FIG. 8 is a partial cross-sectional view of B-B of FIG. 6;
FIG. 9 is an enlarged view of the portion I of FIG. 2;
FIG. 10 is an enlarged view of part II of FIG. 3;
fig. 11 is an enlarged structural view of part III of fig. 8.
Wherein, 1, a water draining table, 2, a water draining bucket, 3, a impurity filtering type water draining mechanism, 4, an intercepting mechanism, 5, an intercepting cylinder, 6, a filtering port, 7, an inclined flow mechanism, 8, a sewage cylinder, 9, a sewage pipe, 10, an inclined flow pipe, 11, an abutting type vertical weight mechanism, 12, a resultant force mechanism, 13, a sewage tank, 14, a resultant force frame, 15, a pipeline groove, 16 and a flat water pipe, 17, a positioning mechanism, 18, a fixed block, 19, a fixed screw, 20, a floating drainage mechanism, 21, a water leakage mechanism, 22, a water leakage cylinder, 23, a water leakage port, 24, a pressure control mechanism, 25, a semi-cylinder, 26, a guide column, 27, a buoyancy column, 28, a pressure stabilizing magnet, 29, a fixed magnet, 30, a pressure stabilizing spring, 31 and a drainage valve.
The accompanying drawings are included to provide a further understanding of the present disclosure and are incorporated in and constitute a part of this disclosure, illustrate and do not limit the disclosure.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, but not all embodiments, and all other embodiments obtained by those skilled in the art without making any creative effort based on the embodiments in the present invention are all within the protection scope of the present invention.
In the description of the present embodiment, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate orientation or positional relationships based on those shown in the drawings, merely to facilitate description of the present embodiment and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be configured and operated in a particular orientation, and thus should not be construed as limiting the present embodiment.
As shown in fig. 1-11, the automatic siphon drainage device for the roof provided by the scheme comprises a drainage table 1, a drainage bucket 2, a impurity filtering type drainage mechanism 3, an abutting type vertical weight mechanism 11 and a floating type drainage mechanism 20, wherein the drainage bucket 2 is arranged on the upper wall of the drainage table 1, the impurity filtering type drainage mechanism 3 is arranged on the upper wall of the drainage table 1 outside the drainage bucket 2, the abutting type vertical weight mechanism 11 is arranged at one end, far away from the drainage table 1, of the impurity filtering type drainage mechanism 3, the floating type drainage mechanism 20 is arranged on the abutting type vertical weight mechanism 11, the impurity filtering type drainage mechanism 3 comprises an interception mechanism 4 and an oblique flow mechanism 7, the interception mechanism 4 is arranged on the upper wall of the drainage table 1 outside the drainage bucket 2, the oblique flow mechanism 7 is arranged on the bottom wall of the drainage table 1, the abutting type vertical weight mechanism 11 comprises a resultant force mechanism 12 and a positioning mechanism 17, the resultant force mechanism 12 is arranged at one end, far away from the interception mechanism 4, the positioning mechanism 17 is arranged at one side, close to the resultant force mechanism 12, the floating type mechanism 20 comprises a water leakage mechanism 21 and a pressure control mechanism 24, the water leakage mechanism 21 is arranged at the bottom wall 12, and the pressure control mechanism 24 is arranged inside the resultant force mechanism.
The interception mechanism 4 comprises an interception cylinder 5 and filtering ports 6, the interception cylinder 5 is arranged on the upper wall of the drainage table 1 outside the drainage bucket 2, a plurality of groups of filtering ports 6 are arranged on the side wall of the interception cylinder 5, the diagonal flow mechanism 7 comprises a sewage cylinder 8, a sewage pipe 9 and diagonal flow pipes 10, the sewage cylinder 8 is arranged on the bottom wall of the drainage table 1, the sewage pipe 9 penetrates through the drainage table 1 and is communicated between the drainage bucket 2 and the sewage cylinder 8, and a plurality of groups of diagonal flow pipes 10 are communicated on the side wall of the sewage cylinder 8.
The resultant force mechanism 12 comprises a sewage tank 13, a resultant force frame 14, a pipeline groove 15, a flat water pipe 16 and a drain valve 31, wherein the sewage tank 13 is communicated with one side of the inclined flow pipe 10 far away from the sewage cylinder 8, the resultant force frame 14 is arranged between adjacent sewage tanks 13, the pipeline groove 15 is arranged on the inner wall of the resultant force frame 14, the pipeline groove 15 is communicated, the flat water pipe 16 penetrates through the resultant force frame 14 and is communicated between the sewage tanks 13, the flat water pipe 16 is arranged in the pipeline groove 15, the drain valve 31 is communicated with the bottom wall of the sewage tank 13, the positioning mechanism 17 comprises a fixed block 18 and a fixed screw 19, the fixed block 18 is symmetrically arranged on one side of the sewage tank 13 close to the inclined flow pipe 10, and the fixed screw 19 is symmetrically arranged on the side wall of the fixed block 18.
The water leakage mechanism 21 comprises a water leakage cylinder 22 and a water leakage opening 23, wherein the water leakage cylinder 22 is symmetrically arranged on the bottom wall of the sewage tank 13, the water leakage cylinder 22 is in threaded connection with the water leakage opening 23, the water leakage opening 23 is arranged on the bottom wall of the water leakage cylinder 22, the pressure control mechanism 24 comprises a semi-cylinder 25, a guide post 26, a buoyancy post 27, a pressure stabilizing magnet 28, a fixed magnet 29 and a pressure stabilizing spring 30, the semi-cylinder 25 is symmetrically arranged on the upper wall of the sewage tank 13 at two sides of the inclined flow pipe 10, the semi-cylinder 25 is communicated with the sewage tank 13, the guide post 26 is arranged between the top wall of the semi-cylinder 25 and the bottom wall of the water leakage cylinder 22, the buoyancy post 27 is slidably arranged on the outer side of the guide post 26, the pressure stabilizing magnet 28 is arranged on the bottom wall of the buoyancy post 27 at the outer side of the guide post 26, the fixed magnet 29 is arranged opposite to the fixed magnet 29, and the pressure stabilizing spring 30 is arranged between the buoyancy post 27 at the outer side of the guide post 26 and the top wall of the semi-cylinder 25.
When the construction method is specifically used, when the construction method is used in a rainy season, more rainwater can be gathered in the construction area because the drainage pipeline is not installed on the construction roof, so that the bearing pressure of the construction work surface which is not constructed is increased, and normal construction work of the construction work surface is not facilitated;
Placing the drainage table 1 on a construction working surface, wherein the drainage table 1 drives the sewage cylinder 8 to be attached to the construction working surface, when rainwater on the construction working surface passes through the drainage hopper 2, the rainwater is mixed with silt on the construction working surface to form sewage, and the sewage contains a large amount of impurities and particulate matters, so that a pipeline is blocked or a siphon effect is affected, and therefore, the rainwater on the construction working surface enters the interior of the sewage cylinder 8 after being filtered by the filtering port 6, and the sewage cylinder 8 shunts the rainwater into the diagonal flow pipe 10 to be discharged;
The sewage tank 13 is fixed on the wall below the drainage hopper 2 through the fixing screw 19, the sewage tank 13 is hung on the side wall of the wall, the diagonal flow pipe 10 is communicated with the upper wall of the sewage tank 13, an outward tilting force is generated when the independent sewage tank 13 is hung on the surface of the wall, the vertical bearing force of the wall is not consistent, the weight of the inside of the sewage tank 13 after water storage is increased, the hanging pressure on the wall is increased, at the moment, the sewage tanks 13 are connected in series through the resultant force frame 14, the sewage tanks 13 are mutually pulled through the resultant force frame 14, the gravity center of the sewage tank 13 is stabilized, the downward gravity of the sewage tank 13 is consistent with the vertical bearing force of the wall, and the vertical bearing force of the wall is large relative to the hanging bearing force of the wall;
Therefore, the vertical bearing capacity of the sewage tank 13 and the wall body is kept consistent in a resultant force mode, most of the weight can be concentrated on the wall body with good bearing performance, rainwater between the sewage tanks 13 flows mutually through the flat water pipe 16, so that the external hanging pressure on the wall body and the load pressure on a construction working face are reduced, the front water depth of a bucket is increased under the condition of reducing the load of the construction working face, the siphon effect is enhanced, the sewage on the construction working face can be rapidly removed, and the normal operation of construction operation is ensured;
In the initial state, the pressure stabilizing spring 30 is in an extension arrangement, the diameter of the buoyancy column 27 is larger than the diameter of the communicating part of the water leakage cylinder 22 and the sewage tank 13, the fixed magnet 29 adsorbs the pressure stabilizing magnet 28 through magnetic force, the diagonal flow pipe 10 continuously conveys rainwater on the construction operation surface to the inside of the sewage tank 13, the upper wall of the buoyancy column 27 and the upper wall of the sewage tank 13 keep a small distance, the rainwater level entering the inside of the sewage tank 13 rises, the area of the buoyancy column 27 immersed in the rainwater increases, the buoyancy force born by the buoyancy column 27 increases, along with the continuous rising of the rainwater level in the inside of the sewage tank 13, the buoyancy force born by the buoyancy column 27 is larger than the adsorption magnetic force of the fixed magnet 29 and the pressure stabilizing magnet 28, the buoyancy column 27 slides into the semicircular cylinder 25 along the guide column 26 by utilizing the deformation of the pressure stabilizing spring 30, the water leakage cylinder 22 is communicated with the sewage tank 13, and the external siphon pipe is communicated with the water leakage port 23, when the water depth in the inside of the sewage tank 13 reaches a certain degree, the rainwater is sucked into the siphon at a high siphon flow speed and is discharged, along with the continuous discharging of the rainwater in the inside of the sewage tank 13, along with the continuous rising of the rainwater level in the inside of the sewage tank 13, the construction operation surface is continuously adsorbed on the inside the sewage tank 13, the construction operation is completed;
When the rainwater on the construction operation surface is removed, the interior of the sewage tank 13 cannot be supplemented with subsequent rainwater, the rainwater level in the interior of the sewage tank 13 is reduced, the buoyancy force borne by the buoyancy column 27 is weakened, the buoyancy column 27 blocks the communication part between the water leakage cylinder 22 and the sewage tank 13 under the deformation and resetting of the pressure stabilizing spring 30 and the magnetic force adsorption of the fixed magnet 29, the water leakage cylinder 22 and the sewage tank 13 are cut off, at the moment, part of the rainwater still remains in the interior of the sewage tank 13, when the next rainwater is discharged, after a small amount of the rainwater on the construction operation surface enters the interior of the sewage tank 13, the buoyancy column 27 is triggered to float upwards, so that the external siphon pipe is used for drainage operation, after the sewage tank 13 is not used, the drainage valve 31 is opened, the residual rainwater in the interior of the sewage tank 13 is discharged, and the operation is repeated when the next use is performed.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The present embodiment and the embodiments thereof have been described above with no limitation, and the embodiment shown in the drawings is merely one of the embodiments of the present embodiment, and the actual structure is not limited thereto. In summary, if one of ordinary skill in the art is informed by this disclosure, a structural manner and an embodiment similar to the technical solution should not be creatively devised without departing from the gist of the technical solution.