CN205189103U - Drainage device - Google Patents
Drainage device Download PDFInfo
- Publication number
- CN205189103U CN205189103U CN201520695296.3U CN201520695296U CN205189103U CN 205189103 U CN205189103 U CN 205189103U CN 201520695296 U CN201520695296 U CN 201520695296U CN 205189103 U CN205189103 U CN 205189103U
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- CN
- China
- Prior art keywords
- pipeline
- foam
- shells
- foam block
- dewatering
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0407—Floor drains for indoor use
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F2005/0416—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps with an odour seal
Abstract
The utility model relates to a drainage device for derive water from enabling the pedestrian through the ground of walking, drainage device has: pipeline (4, 9, 12, 13), the pipeline extends to horizontally elbow form pipeline section regional (13) from vertical inflow regional (9), and foam piece (1) for hold and have pipeline (4, 9, 12, 13) that flow in regional (9) and elbow form pipeline section region (13), foam piece (1) with total width on the direction looks vertically horizontal direction of the longitudinal extension of pipeline is 300mm to the maximum.
Description
Technical field
The utility model relates to a kind of floor drain for exporting to from the ground Jiang Shui that can pass through in waste pipe, such as, for the floor drain of shower set, especially, also relates to a kind of dewatering installation.
Background technology
Usually, the water occurred when shower is collected by discharger and downward guiding is continued on the ground of and then standing relative to the people just in shower.Discharger is called floor drain below.Described discharger is not in the being forced property people that the is arranged on shower ground region of standing, but such as must can be arranged on ground region side herein yet, is adjacently built in wall, sometimes leaks also referred to as wall with this ground region.When in water on the wall dewatering installation downwards instead of side direction derives time, on this wall, dewatering installation also can be regarded as floor drain here.
In addition, the floor drain in following meaning should be discussed here, that is, be derive water from the ground that can pass through, and is not such as derive water from wash basin or kitchen sink in other words.The ground that can pass through comprises the ground that fountain or Shower treadle are regarded as passing through; The bottom of bathtub is not the ground that can pass through.
Floor drain is exactly known and extensive use for a long time.These floor drains are the floor drain worked in " point-like " to a certain extent, and this floor drain comprises the horizontal zone with finite size, is wherein typically provided with inclined-plane water being guided into floor drain around ground.Common also has so-called slot type dewatering installation, and this slot type dewatering installation extends farther along the direction that a horizontal direction is more vertical with this horizontal direction than edge, and collects water by groove.
For the utility model, water flows into the region of dewatering installation design on ground is unimportant.Term " floor drain " or " dewatering installation " even only relate to the element below the groove of such as groove dewatering installation here, and these elements are such as provided with groove or other parts flowed into for water depending on concrete condition
Floor drain is installed in ground between floors, and wherein interested parts are positioned under floor surface level below.As a rule, floor drain is directly integrated in the material of seamless floor.Particularly having vertical inflow region is located immediately in seamless floor with the pipeline of the elbow region of the level be connected thereon, and described inflow region is such as received the water from the groove of groove dewatering installation and it guided downwards.Above already mentioned may exist for make water to the slope that dewatering installation collects lay seamless floor time be built in described seamless floor.The alternatively also known so-called plate be made up of foamed material, this plate can hold floor drain and substitute seamless floor in the region of shower position.Described plate can be laid on blank ground and already to provide the ramp structure of hope with its surface; Plate must correspondingly lining below when needed.
Utility model content
The purpose of this utility model is, in integrated in earth construction of floor drain, provide a kind of favourable solution.
Specifically, the utility model provides a kind of dewatering installation, for deriving water from the ground that pedestrian can be made to pass through walking, described dewatering installation has: pipeline, the ancon pipeline section region longitudinal extension of described pipeline from vertical inflow region to level, and foam block, for holding the pipeline with inflow region and ancon pipeline section region, the overall width of foam block in the perpendicular horizontal direction in the direction of the longitudinal extension with described pipeline is 300mm to the maximum.
Preferably, described dewatering installation is provided with syphon smell envelope, described syphon smell envelope is positioned at outside vertical inflow region at least partly, foam block extends along the direction in the ancon pipeline section region of the level of pipeline always, and at least extends to the downstream end place of last syphon level of syphon smell envelope.
Preferably, the overall elongation length maximum 400mm of foam block in the perpendicular horizontal direction in the direction of the longitudinal extension with pipeline.
Preferably, foam block has at least two foam shells, and described at least two foam shells can keep pipeline to fix in the assembled state, and be separated from each other by least two foam shells described in making and can from foam shells removing conduit.
Preferably, foam block surrounds pipeline.
More preferably, a foam shells is designed to be arranged on below described pipeline, and another foam shells is designed to be arranged on above described pipeline, and wherein, the foam shells being arranged on below is softer than the foam shells being arranged on top.
More preferably, by giving each foam shells coding to different painted of foamed material.
Preferably, foam block has the profile of rectangle along vertical direction of observation, on an end in the direction longer about this profile of this profile, the vertical inflow region access of an outlet for pipeline is set above foam block, on another end, the narrow limit of the rectangular profile in side is arranged another outlet and pass for described pipeline.
More preferably, foam block has predetermining fracture position at least two of rectangular profile adjacent bight places, is separated from described rectangular profile for making described bight.
Preferably, foam block has the through hole for set bolt, and described set bolt is for being fixed on blank ground.
More preferably, foam block has the through hole for set bolt, described set bolt is for being fixed on blank ground, and described dewatering installation is provided with for surrounding foam shells and holding it in the clamp on pipeline, and the downside leg of clamp can with pipeline below foam shells be designed in the recess of the foam shells embedded below pipeline, the recess of the foam shells below pipeline has a vertical spacing with the foam shells below described pipeline for the downside contacting blank ground.
More preferably, dewatering installation is provided with for surrounding foam shells and it being remained on together the clamp on pipeline, and the upside leg of clamp abuts in the foam shells above foam block, and cover at least 75% of the area of the upside in the highest region of foam block and provide protection anti-trampling in intensity.
More preferably, clamp is provided with that side direction gives prominence to for being connected to the structure in seamless floor.
Preferably, be provided with duct wall section in the transition part between the ancon pipeline section region of the level of the vertical inflow region of pipeline and pipeline, described duct wall section makes pipeline have vertical elasticity.
More preferably, described through hole has sleeve.
Preferably, described dewatering installation loads in seamless floor, and wherein said foam block is covered by described seamless floor.
More preferably, described duct wall section is bellows.
In order to realize described object, set a kind of dewatering installation for deriving water from the ground that can pass through, described dewatering installation has: pipeline, and described pipeline extends to the ancon pipeline section region of level from vertical inflow region; Foam block, for having the pipeline in inflow region and ancon pipeline section region described in holding, is characterized in that, foam block is limited in being to the maximum on the overall width of 300mm in a horizontal direction perpendicular to the ancon pipeline section region of level.
In other words, the utility model relates to the installation of dewatering installation in foam block with at least one duct section, and described duct section has the ancon pipeline section region of vertical inflow region and level.Other floor drain parts can but be not must arrange, be such as arranged on the inflow funnel of inflow region upstream and/or blowoff basin and/or groove.Installation in foam block make it possible to achieve following in good combination: dewatering installation pipeline is such as remained on blank ground simply, pipeline is protected and pipeline is integrated in seamless floor.Different from formerly known plate, in the seamless floor be arranged in shower bath region (or other applied environments of floor drain) and not alternative seamless floor should be integrated according to foam block of the present utility model.Corresponding situation is applicable to other ground attachment elements.
Therefore, foam block is at least obviously narrow than plate on the direction in longitudinal extension (being connected in the conduit region on ancon pipeline section region in the ancon pipeline section region of level and the possible other) direction perpendicular to pipeline.The upper limit is 300mm, is preferably 250mm, 200mm, 175mm or is even only only 150mm.In a specific embodiment, this value is 130mm.The width of lower limit yes floor drain (not comprising foam block) itself.
In other words, be laterally provided with seamless floor (or other earth constructions) on the side of foam block, thus foam block does not pre-determine shower bath position or other basic geometries around dewatering installation space.Particularly preferred under the state of installing completely, above foam block, also arrange seamless floor (or other alternative earth constructions), foam block is not whole interior thickness between cross-over connection blank ground and floor covering, such as ceramic tile in other words.But in sheet material, this wishes, because as confirmed above, sheet material is also for the gradient of prespecified corresponding shower floor.
Thus; the utility model allows advantageously and has protecting field to be anchored in ground by pipeline; and the restriction in the design of floor drain periphery can not be caused thus, particularly because of restriction that the prespecified height (and gradient) of sheet material and horizontal expandable aspect cause.
In addition, foam block can be configured to, and makes foam block substantially surround pipeline and guarantees thus to realize good sound insulation protection.In other words, directly adjoin the position of pipeline in seamless floor, in dewatering installation, there will be the strong introducing of hydrodynamic noise according to the utility model, described hydrodynamic noise can be eliminated by foam block.
Usually be provided with smell envelope in the duct, described smell envelope is according to siphon principle work.Described smell envelope can by sink in inflow region inside and the wall portion not arriving bottom completely form or also can partly stretch out from inflow region, in other words, the ancon pipeline section region of level is a siphonal part.In each case all preferably, syphon or in multistage siphonal situation all syphon levels be all arranged in foam block.Because the flow path of water is curved and there will be water-air mixing, so can send noise in general syphon.
On the other hand, due to above for the reason already illustrated in the direction of the longitudinal extension perpendicular to pipeline in horizontal direction, the compact structure of foam block be favourable (in other words, in order in the outside of foam block can individually and do not have geometry to limit manufacture earth construction).In this sense, foam block overall elongation length is in the direction in which up to 400mm.The preferably following upper limit in addition: 375mm, 350mm or be even 325mm.Embodiment has the value of 300mm here.At least when arranging smell envelope syphon, preferred lower limit is at about 200mm.
Foam block is one in principle, particularly can surround pipeline foaming and be formed.But preferably at least two-part design scheme.A possible advantage (except the advantage that other are described below) is, even if foam block (in the assembled state) surrounds pipeline itself, described pipeline still has can taking-out.Described situation is preferred above, reliably to keep pipeline and to guarantee good sound insulation protection.But due to this manifold configuration, therefore also retains separability.
Another possible advantage of many parts configuration is, can carry out different optimization in a straightforward manner to different (foam) shells.Particularly set as preferred form of implementation, be provided with lower shell and top casing element, lower shell is from supporting pipeline below and make it be carried on blank ground, and top casing element upwards covers pipeline and supporting flue at least in part.In this case, lower shell is made up of the foamed material softer than top casing element, thus can realize best sound insulation protection and can realize the anti-of improvement trample intensity between pipeline and floor covering between pipeline and blank ground.
In addition each shells can be encoded by different colors, thus installation personnel can obtain which part should be arranged on information where about very well and rapidly.Such as lower shell can be light gray or white, and top casing element can be grey or Dark grey, and due to the color similarity with the ground step puigging of blank and the color with seamless floor, this is for being directly perceived and apparent installation personnel.
Another advantage according to foam block of the present utility model may be, can " floating " (particularly when being integrated with syphon) or simplify the comparatively complicated geometry of pipeline itself.Particularly, foam block can have the elementary contour of simple rectangle in a horizontal plane and also can be shaped as other comparatively simple and rough structures.This is such as convenient to build seamless floor and makes the cavity being convenient to be avoided occurring unintentionally.This also makes and the combination of other surface structures materials and more easy with the combination of step sound insulation and provision for thermal insulation.
A favourable form of implementation is, arranges the bight that can be separated, especially for the 45 ° of seamed edges setting up chamfered edge shape at least two of rectangular base outline adjacent bights with the form of predetermined separated part.Thus, foam block can when needed with certain angle, and particularly 45 ° move to very near other regions, such as vertical wall.Particularly when being provided with the opening for the inflow region of pipeline on the bight of the elementary contour of elongate rectangular near the narrow limit of the upside of foam block and when being provided with the opening of part (ancon pipeline section region or connect part thereon in downstream position) of the dewatering installation side for pipeline on the end face on contrary narrow limit, it is exactly this situation.
In principle, when foam block is in-site installation, foam block itself is not must be fixed, because foam block achieves fixing by the connection of pipeline and other pipeline members usually.But independently fixed part is preferred.Such as can consider to be bonded on infrastructure.Do not get rid of bonding alternatively while, the continuous print opening for set bolt, particularly vertical opening can be set in foam block.Described opening can pass through sleeve, and such as, sleeve in the press-in foamed material be made of plastics is stablized.This illustrates in an embodiment.
Another preferred embodiment is provided with clamp, and described at least two shells keep together by described clamp.Clamp such as can have the section bar of U-shaped substantially, such as, be made of metal or fiber strengthened plastics are made, and acts on lower shell from below with a leg, and acts in top casing element from above with another leg.For the ease of smooth and be bearing in base foundation without inclination, the leg acted on from below here on lower shell can embed in the recess in lower shell, thus it need not insert between this shells and bottom below, sees embodiment.Upper leg can be configured to large-area especially and such as cover at least 75% of the area in the highest level of top casing element of top casing element, and improves thus and anti-trample intensity.If the whole upside of top casing element is not must all will like this---miscellaneous part sinks and therefore tramples intensity do not play a major role (such as because the seamless floor thickness above it is a lot) for anti-.In addition, when upper component uppermost region by the such as lattice-shaped of clamp leg or other are provided with the structure in opening or gap and obtain stable time, the area of the highest zone of upper component is also just enough.Meticulous structure below the common-size of this 20mm to 30mm---it is unessential for anti-intensity of trampling---is not counted in the quantitative measurement of covering part.
In addition, clamp can have the outstanding part of side direction, and described part can be connected in seamless floor or other surface structures materials and also contribute to thus realizing grappling.This also will describe in detail according to embodiment.Such as consider to adopt and bend in the horizontal direction and/or outstanding part.
When considering the grappling in (such as) seamless floor, consider that seamless floor can be shunk with during sclerosis dry.By certain basic elasticity, be favourable in this respect according to foam block of the present utility model.Additionally maybe advantageously, the transition part in the vertical direction between the inflow region of pipeline and ancon pipeline section region is designed to slightly have elasticity, such as, by flexible bellows structure.When the dewatering installation parts such as connected in the upstream of inflow region, such as flow into funnel or drainage groove, itself to be connected in seamless floor and only simple well (or being attached in the inflow region of pipeline) attached thereto, then cause vertical power effect by shrinking, this power such as can act on described bellows structure.
Finally, it is noted that foam block is preferably covered by jointless flooring when mounted, in other words, not extend to ceramic tile bond as traditional plate.
Accompanying drawing explanation
The utility model is described in detail below according to an embodiment, the combination by other means of each feature wherein in claim 1 scope also can be important content of the present utility model, and impliedly relates to all authority requirement kind of the present utility model and also relate to a kind of mounting method.
Fig. 1 illustrates the overall perspective view according to floor drain of the present utility model;
Fig. 2 illustrates assembled view: the left side is the lateral view of the floor drain of Fig. 1, and middle and the right is longitudinal sectional view, and the longitudinal sectional view of the cutting plane with skew is shown below in a zonule on central authorities limit to the right;
Fig. 3 illustrates the phantom drawing corresponding to Fig. 1, but wherein eliminates the first half of the pipeline section with flange and the upper foam shells being arranged on inflow region upstream;
Fig. 4 illustrates the decomposition view of Fig. 3, but has complete upper foam shells;
Fig. 5 illustrates the upper foam shells of Fig. 4 and lower foam shells side by side; And
Fig. 6 view similar with Fig. 3 illustrates at the foam shells of assembly process and pipeline.
Detailed description of the invention
Fig. 1 illustrates the phantom drawing according to dewatering installation of the present utility model.Here represent with 1 the foam block be made up of two parts, the top that described two parts are bottom 2 and represent with 3, these two parts illustrate with the state of separating in Figure 5.Foam block 1 has the elementary contour shape (in FIG from observing) of rectangle above and the end face of waste water pipe joint 4 sensing right front of foam block from Fig. 1 is outstanding.The contrary side of rectangular base outline projects upwards containing pipe 5, and described containing pipe upper end ends at visible flat peviform flange 6 in Fig. 2, flange is placed and has the wider lid 7 around collar 8.
Lid 7 covers a sealing mat be injection-moulded on flange 6, and described sealing mat is positioned at below lid foldedly, and collar 8 limits the height level of the upside of seamless floor subsequently.For this reason, integrally-built downside shown in Figure 1 to be placed on blank ground and to be also fixed on here by the form of explanation below, and decided the seamless floor height of wishing by brachymemma containing pipe 5 on the lower end of containing pipe 5, described containing pipe inserts in inflow region 9 according to Fig. 2.Described inflow region is upwards expanded slightly, to hold seal profile 10 (Fig. 2), described seal profile utilizes the retainer ring 11 of buckle-type to keep.Thus, the position of containing pipe 5 also can be fixed after being positioned on correct height in the insertion end under the sensing of containing pipe by retainer ring 11.
Why containing pipe 5 is called containing pipe, because after setting up seamless floor and setting up described sealing mat and originally cover the connection of the composite seal on the upside of seamless floor in lid 7, can from the inflow funnel of such as trench drain device being inserted containing pipe 5 above, in other words, described inflow funnel is to have with the identical mode of containing pipe 5 itself the insertion end (but having less diameter) pointed to downwards.These details only belong to the content of secondary concern for the utility model; Also can determine with reference to figure 1 and Fig. 2, under completion status, seamless floor extends to the plane of collar 8 and all parts be positioned at below it is imbedded (each accompanying drawing the non-brachymemma of containing pipe 5 is shown and outstanding especially thus height).In addition, the top visible part of user being arranged on to collar 8 of dewatering installation.Last parts (not comprising element 5 to 8,10 and 11) shown in Fig. 3 to Fig. 6 are also counted as the dewatering installation in each claim meaning.
As being clearly shown that especially in the decomposition view in Fig. 4, two shells 2 and 3 form fit ground surround from inflow region 9 until the duct section of downstream tube joint 4.For this reason, described pipeline can be placed in lower shell 2, sees Fig. 4, then, first inserts below retainer ring 11 by top casing element 3, then makes its contrary end reduce also overall realization thus and is set with, see Fig. 6.Fig. 3 illustrates assembled state, wherein conveniently shows, the predetermination left saving top casing element 3 to half portion.In addition Fig. 2 also helps reference, and wherein, two shells 2 and 3 illustrate with different hacures.Elementary contour rectangle has the size of 300mm × 130mm, only need slightly larger than pipeline.
Here, pipeline is generally close to S-shaped.From the inflow region 9s with vertical main flow direction, connect comparatively outstanding bend in its lower section in fig. 2 to the right in the horizontal direction, pipeline extends laterally in the position of vertically aliging with containing pipe 5 thus.Here, this is called ancon pipeline section region 12.From 12s, ancon pipeline section region, pipeline is elevated to a height level by common siphon arrangement, and this height level, the lower limb of pipeline roughly arrives the height level of the top edge of retainer ring 11.In this peak regions 13, pipeline has the bend contrary relative to direction, ancon pipeline section region 12 and therefore declines to downstream from peak regions.Therefore, in peak regions 13, the bottom of cross-section of pipeline limits siphonal water seal height, and wherein, water seal roughly reaches the top edge of retainer ring 11 in inflow side.
In ancon pipeline section region 12 and peak regions 13 and the pipeline section between them, pipeline has wider and comparatively flat cross section, see Fig. 4, then described cross section narrows continuously in the downstream of peak regions 13 and uprises, roughly to have the common circular cross section of gutter thus before the outlet leaving foam block 1.Therefore, the union 4 of foregoing dewatering installation side stretches out from the end face of foam block 1 circularly.
Fig. 2 illustrates this relation, the right lower quadrant region of containing pipe 5 and its on the right of illustrate with longitudinal sectional view, the structure also namely in central authorities through Fig. 1, its left side and top lateral view illustrate, wherein, the transition part meander line between each several part schematically shows.The such zigzag of same utilization, illustrates a little local, as described below with the section be biased relative to remaining longitudinal profile in the lower right area of Fig. 2.Fig. 3 to Fig. 6 illustrates the upside from the plastic sleeve 14 bottom 2 of inside press-in foam block 1 with oblique top view respectively, and described plastic sleeve has the longitudinal profile of roughly T-shaped.Fig. 2 illustrates this longitudinal profile and the free space on it, for (unshowned) set bolt, according to before in Fig. 6 placement, foam shells 3 is put, utilize described set bolt can by lower foam shells 2 first screw thread fix on the ground.Fig. 2 also illustrates the structure of shark's fin shape complications on sleeve 14 periphery, utilizes this structure to be remained in lower foam shells 2 by sleeve 14.
In addition Fig. 3 to Fig. 5 illustrates, the interior shape of lower foam shells 2 is with having deviation suitable with the shape of pipeline; This is applicable to the interior shape of foam shells 3 too.Two foam shells particularly jointly complete packet bustle pipe road, except following: be first pipeline itself pass through mouth; Then be the region below ancon pipeline section region 12, in this region, in order to be conducive to planform flat generally and consider that the wall thickness stayed is less, there is breach; And be finally for the breach that similar reason reserves above peak regions, these two breach illustrate in figures 4 and 5.Here, pipeline relative to the corresponding external reference face of foam block 1 slightly towards interior retraction, sound can not be directly delivered on blank ground or seamless floor via foam block 1.
Two foam shells 2 and 3 are kept together by metal clamp 15, see Fig. 1 to Fig. 4, and described metal clamp has the U-shape of upset 90 ° substantially about the direction of observation in Fig. 2.Here comprise two single shelves 16 according to the downside leg of Fig. 4, these two shelves to embed in the soffit of lower foam shells 2 in corresponding recess and remain to thus and the interval on ground.Thus, even if when lower foam shells 2 fixes on the ground, clamp 15 also can insert.Upside leg 17 is large-area and the whole uppermost part of foam shells 3 on nearly cover, can mutually comparatively see Fig. 1 and Fig. 3 in Fig. 4 and Fig. 5.
Here, metal clamp 15 is configured to strong, makes wall thickness sometimes not be that very large upper foam shells 3 obtains stabilizing, tramples load with anti-, when particularly seamless floor is thereon thinner.The bent angle section 18 of a L shape, according to the direction of observation of Fig. 2 or the direction contrary with it, is stretched out respectively in edge from upside leg 17, the clamping shelf 19 that described bent angle section has horizontally outward outstanding lath and is arranged in the leg of vertical side.Metal clamp 15 is locked in the recess of upper foam shells 3 by clamping shelf 19, sees Fig. 4 and Fig. 1.The side leg 18 of level is for by clamp 15 and also have the total of Fig. 1 to be connected in seamless floor thus.Additionally, the structure for being connected in seamless floor can be set in the region of described flange 6.
If seamless floor is in dry and contraction when solidifying, then certain residual elasticity of foam block 1 and clamp 15 absorbs corresponding tolerance, and can not cause occurring the damage of pipeline or the formation in crack.Additionally, can when vertical force is larger by containing pipe 5 in seal 10 slightly towards pressing down.Additionally or for the reason (such as when below the insertion end portion of containing pipe 5 is positioned at) of safety, flexible bellows structure 20 is provided with in transition part between the inflow region 9 of pipeline and ancon pipeline section region 12, as illustrated in Fig. 2 sectional view, and visible in figs. 3 and 4 in addition.
Last Fig. 1, Fig. 4 to Fig. 6 illustrate, a part for foam block 1 is designed to separable by predetermining fracture position, and in other words, two bights adjacent with inflow region 9 are separable.Predetermining fracture position represents with 21 here and can realize chamfered edge formula 45 ° of seamed edges on corresponding bight, due to described seamed edge, foam block 1 and thus also have total shown in Figure 1 also close proximity can move to such as vertical wall with above-mentioned angle.Here will consider, flange 6 and lid 7, comprise collar 8, is rotatable in fig. 2, and the part protruding from flange 6 of collar 8 can be disconnected by predetermining fracture position equally.In FIG, predetermining fracture position illustrates at the left end of collar 8, and the left back part of the sensing of Fig. 1 collar 8 can disconnect.
Because these accompanying drawings are string diagram, so there is no illustrate, lower foam shells 2 is designed to white or very shallow grey, and upper foam shells is designed to Dark grey, thus as described above, these foam shells can in case obscure ground directly mutual coupling.Here descend foam shells 2 softer than upper foam shells 3 and thus ensure that relative to the particularly preferred sound insulation in blank ground and side, and upper foam shells can be optimized anti-trampling in intensity.
Claims (17)
1. dewatering installation, for deriving water from the ground that pedestrian can be made to pass through walking, described dewatering installation has:
Pipeline, described pipeline from vertical inflow region (9) to ancon pipeline section region (12) longitudinal extension of level, and
Foam block (1), for holding the pipeline with inflow region (9) and ancon pipeline section region (13),
It is characterized in that, the overall width of foam block (1) in the perpendicular horizontal direction in the direction of the longitudinal extension with described pipeline is 300mm to the maximum.
2. dewatering installation according to claim 1, wherein, be provided with syphon smell envelope, described syphon smell envelope is positioned at outside vertical inflow region (9) at least partly, foam block (1) extends along the direction in the ancon pipeline section region (12) of the level of pipeline always, and at least extends to the downstream end place of last syphon level of syphon smell envelope.
3. dewatering installation according to claim 1 and 2, wherein, the overall elongation length maximum 400mm of foam block (1) in the perpendicular horizontal direction in the direction of the longitudinal extension with pipeline.
4. dewatering installation according to claim 1 and 2, wherein, foam block (1) has at least two foam shells (2,3), described at least two foam shells can keep pipeline to fix in the assembled state, and be separated from each other by least two foam shells (2,3) described in making and can from foam shells removing conduit.
5. dewatering installation according to claim 1 and 2, wherein, foam block (1) surrounds pipeline.
6. dewatering installation according to claim 4, wherein, a foam shells (2) is designed to be arranged on below described pipeline, and another foam shells (3) is designed to be arranged on above described pipeline, wherein, the foam shells (2) being arranged on below is softer than the foam shells (3) being arranged on top.
7. dewatering installation according to claim 4, wherein, is encoded by painted each foam shells (2,3) of giving different to foamed material.
8. dewatering installation according to claim 1 and 2, wherein, foam block (1) has the profile of rectangle along vertical direction of observation, on an end in the direction longer about this profile of this profile, vertical inflow region (9) access of an outlet for pipeline is set in foam block (1) top, on another end, the narrow limit of the rectangular profile in side is arranged another outlet and pass for described pipeline.
9. dewatering installation according to claim 8, wherein, foam block (1) has predetermining fracture position (21) at least two of rectangular profile adjacent bight places, is separated from described rectangular profile for making described bight.
10. dewatering installation according to claim 1 and 2, wherein, foam block (1) has the through hole for set bolt, and described set bolt is for being fixed on blank ground.
11. dewatering installations according to claim 4, wherein, foam block (1) has the through hole for set bolt, described set bolt is for being fixed on blank ground, and described dewatering installation is provided with for surrounding foam shells (2, 3) and the clamp (15) held it on pipeline, and the downside leg (16) of clamp (15) can be designed in the recess of the foam shells (2) embedded below described pipeline with the foam shells (2) below described pipeline, the recess of the foam shells (2) below described pipeline has a vertical spacing with the foam shells (2) below described pipeline for the downside contacting blank ground.
12. dewatering installations according to claim 4, wherein, be provided with for surrounding foam shells (2,3) and it being remained on together the clamp (15) on pipeline, and the upside leg (17) of clamp abuts in the foam shells (3) of foam block (1) top, and cover at least 75% of the area of the upside in the highest region of foam block (1) and provide protection anti-trampling in intensity.
13. dewatering installations according to claim 11 or 12, wherein, clamp (15) is provided with side direction gives prominence to for being connected to the structure in seamless floor.
14. dewatering installations according to claim 1 and 2, wherein, be provided with duct wall section (20) in transition part between the ancon pipeline section region (12) of the level of the vertical inflow region (9) of pipeline and pipeline, described duct wall section makes pipeline have vertical elasticity.
15. dewatering installations according to claim 10, wherein, described through hole has sleeve (14).
16. dewatering installations according to claim 1, wherein, described dewatering installation loads in seamless floor, and wherein said foam block (1) is covered by described seamless floor.
17. dewatering installations according to claim 14, wherein, described duct wall section is bellows.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE201420007358 DE202014007358U1 (en) | 2014-09-10 | 2014-09-10 | Floor drain with foam block |
| DE202014007358.9 | 2014-09-10 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205189103U true CN205189103U (en) | 2016-04-27 |
Family
ID=52274303
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510570822.8A Active CN105401638B (en) | 2014-09-10 | 2015-09-09 | floor drain with foam block |
| CN201520695296.3U Active CN205189103U (en) | 2014-09-10 | 2015-09-09 | Drainage device |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510570822.8A Active CN105401638B (en) | 2014-09-10 | 2015-09-09 | floor drain with foam block |
Country Status (2)
| Country | Link |
|---|---|
| CN (2) | CN105401638B (en) |
| DE (1) | DE202014007358U1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401638A (en) * | 2014-09-10 | 2016-03-16 | 吉博力(上海)投资管理有限公司 | Floor drain with foamed block |
| CN109138128A (en) * | 2018-09-29 | 2019-01-04 | 日丰企业（佛山）有限公司 | Floor drain discharge structure |
| CN109138127A (en) * | 2018-09-29 | 2019-01-04 | 日丰企业（佛山）有限公司 | Floor drain discharge structure |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107905337B (en) * | 2017-11-14 | 2024-03-08 | 开平市瑞霖淋浴科技有限公司 | Siphon floor drain |
| DE102018128227A1 (en) * | 2018-11-12 | 2020-05-14 | HYMER GmbH & Co. KG | Motorhome |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE444019B (en) * | 1982-11-03 | 1986-03-17 | Halltorp Rordelar Ab | Adapter for a floor grid, douse hole or sinkhole shaped like a bellows with a length adjuster. |
| JPH1077672A (en) * | 1996-09-03 | 1998-03-24 | Sekisui Chem Co Ltd | Drain trap and drain structure |
| CN2315154Y (en) * | 1997-07-25 | 1999-04-21 | 陈祖来 | General drainage device |
| DE102010004356A1 (en) * | 2009-03-09 | 2010-09-16 | Illbruck Sanitärtechnik GmbH | Plate-like foam-shower base element for use in house, has odor trap formed by vertical flow deflection and partially formed outside of drain bowl, and drain channel and drain line arranged on top of each other in level |
| CN101713217B (en) * | 2009-11-04 | 2011-06-29 | 李擘 | Multifunctional floor drain with adjustable height of water drainage cover board |
| DE102012104347A1 (en) * | 2011-06-28 | 2013-01-03 | Illbruck Sanitärtechnik GmbH | Shower floor element |
| DE202012100897U1 (en) * | 2012-01-11 | 2013-04-15 | Poresta Systems Gmbh | Gutter and shower floor element |
| DE202014007358U1 (en) * | 2014-09-10 | 2014-12-17 | Geberit International Ag | Floor drain with foam block |
-
2014
- 2014-09-10 DE DE201420007358 patent/DE202014007358U1/en active Active
-
2015
- 2015-09-09 CN CN201510570822.8A patent/CN105401638B/en active Active
- 2015-09-09 CN CN201520695296.3U patent/CN205189103U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401638A (en) * | 2014-09-10 | 2016-03-16 | 吉博力(上海)投资管理有限公司 | Floor drain with foamed block |
| CN105401638B (en) * | 2014-09-10 | 2017-05-31 | 吉博力(上海)投资管理有限公司 | floor drain with foam block |
| CN109138128A (en) * | 2018-09-29 | 2019-01-04 | 日丰企业（佛山）有限公司 | Floor drain discharge structure |
| CN109138127A (en) * | 2018-09-29 | 2019-01-04 | 日丰企业（佛山）有限公司 | Floor drain discharge structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105401638B (en) | 2017-05-31 |
| CN105401638A (en) | 2016-03-16 |
| DE202014007358U1 (en) | 2014-12-17 |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190611 Address after: Switzerland Jonathan Patentee after: Geberit Internat AG Address before: No. 1515 Huiping Road, Jiading District, Shanghai 201802 Patentee before: Geberit Shanghai Investment Administration Co., Ltd. |