CN204609007U - The waterproofing system of a kind of kitchen structure - Google Patents
The waterproofing system of a kind of kitchen structure Download PDFInfo
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- CN204609007U CN204609007U CN201520288209.2U CN201520288209U CN204609007U CN 204609007 U CN204609007 U CN 204609007U CN 201520288209 U CN201520288209 U CN 201520288209U CN 204609007 U CN204609007 U CN 204609007U
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Abstract
The utility model proposes the waterproofing system of a kind of kitchen structure, described kitchen structure comprises base plate and exterior wall, described waterproofing system comprises concrete water-retaining wall and gutter, wherein concrete water-retaining wall encloses filling backfill layer, and above backfill layer, be provided with floor, the first cement mortar screeding layer, the first additional waterproofing layer, the first waterproofing course, the first tack coat and the first face brick finish coat successively; Be provided with the second cement mortar screeding layer, the second additional waterproofing layer, the second waterproofing course, cement mortar protective course, the second tack coat and the second decorating surface brick layer successively in the bottom surface in gutter and sidewall, above gutter, be stamped water drainage cover board; First, second cement mortar screeding layer is connected; First, second waterproofing course is connected; First, second tack coat is connected; First, second decorating surface brick layer is connected.The utility model efficiently solves kitchen leakage problem.
Description
Technical field
The utility model relates to interior decoration field, refers to the waterproofing system of a kind of kitchen structure especially, the waterproofing system of the kitchen structure especially in restaurant industry.
Background technology
Restaurant industry kitchen belongs to interior decoration engineering project, construct in structure design construction and waterproofing design and be divided into two specialties often or two different teams and groups construct, result causes structure design not mate with waterproof, lack system thinking, detailing is not in place, the domestic professional atlas lacking again this respect, this is the main cause that restaurant industry kitchen waterproof guard mortality remains high.
The usual construction method in restaurant industry kitchen adopts the backfill of brick wall enclosing, refuse soil head, simply levelling pattern handling mode, and waterproof guard only designs on backfill layer top in addition, not at bottom design waterproofing course.This technique just easily causes structural instability, and surface layer water infiltrates in backfill layer and forms ponding, and add original structure and do not design waterproofing course, result causes the phenomenon of a large amount of seepage.The percolating water of this structure cannot be repaired afterwards often, because backfill layer internal water accumulation cannot adopt local to overhaul or the anti-engineering method reparation of blocking up of back side, and overhauls from top comprehensively and can encounter that can not stop doing business in kitchen, equipment cannot move the phenomenon that position takes out of.So once seepage in fact also can only adopt the mode of diversion to process, this just causes very large injury to building structure.
Utility model content
For above problem, the purpose of this utility model is to provide one to carry out waterproofing design on the whole, effectively solves the waterproofing system of the kitchen structure of kitchen leakage problem.
The technical scheme adopted is:
A waterproofing system for kitchen structure, described kitchen structure comprises base plate and exterior wall, and described exterior wall is enclosed on base plate and forms accommodation cavity; Described waterproofing system comprises the concrete water-retaining wall be close to and held cavity sidewalls, this concrete water-retaining wall and base plate are at least formed with the first groove and the second groove, first groove fills full backfill layer, and above backfill layer, be provided with floor, the first cement mortar screeding layer, the first additional waterproofing layer, the first waterproofing course, the first tack coat and the first face brick finish coat successively; Second groove type becomes gutter, be provided with the second cement mortar screeding layer, the second additional waterproofing layer, the second waterproofing course, cement mortar protective course, the second tack coat and the second decorating surface brick layer successively in the bottom surface in gutter and sidewall, above gutter, be stamped water drainage cover board; First cement mortar screeding layer and the second cement mortar screeding layer are connected; First waterproofing course and the second waterproofing course are connected; First tack coat and the second tack coat are connected; First face brick finish coat and the second decorating surface brick layer are connected.
Preferably, between described concrete water-retaining wall and the base plate be close to, and be all bonded with interface waterproof agent between concrete water-retaining wall and the accommodation cavity sidewalls be close to.
Preferably, principal rod is provided with in described floor; Described concrete water-retaining wall is provided with horizontal abdomen muscle and longitudinal bar planting, and the abdomen muscle of this transverse direction and longitudinal bar planting are welded or overlap joint; And the principal rod in floor welds with longitudinal bar planting or overlaps.
Preferably, all water-swellable water-stop glue is bonded with along bar planting at the top of concrete water-retaining wall and bottom.
Preferably, described backfill layer is provided with floor drain or side outfall, and arranges the gradient of 5% to the floor drain of this backfill layer or side outfall; Described gutter is also provided with floor drain or side outfall, and arranges the gradient of 2%-3% to the floor drain in this gutter or side outfall.
Preferably, described floor drain or side outfall are provided with the cobble drainage blanket with non-woven wraps.
Preferably, floor drain or the side outfall of described backfill layer are connected with the first sewer pipe, floor drain or the side outfall in described gutter are connected with the second sewer pipe, are provided with main blow-off pipe below base plate, and described first sewer pipe is connected with main blow-off pipe respectively with the second sewer pipe.
Preferably, pier is provided with in described backfill layer.
Preferably, top, described gutter is provided with the L-type groove for placing water drainage cover board.
Preferably, described kitchen structure is provided with door opening, and described waterproofing system is provided with the 3rd waterproofing course at the sidewall of this door opening.
The beneficial effects of the utility model are: can effectively avoid water directly to contact with brick wall by concrete water-retaining wall, and carry out further by concrete water-retaining wall place the stability that bar planting can increase structure, mix continuous print water-swellable water-stop glue in bar planting place simultaneously, thus further ensure structural waterproof, structurally be aided with waterproofing course again, thus more effectively solve kitchen leakage problem.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only embodiment of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the waterproofing system structural representation of padded formula kitchen structure;
Fig. 2 is the waterproofing system structural representation of sunk type kitchen structure;
Fig. 3 is the partial structurtes schematic diagram comprising bar planting and abdomen muscle;
Fig. 4 is the another partial structurtes schematic diagram comprising bar planting and abdomen muscle;
Fig. 5 is the partial structurtes schematic diagram again comprising bar planting and abdomen muscle;
Fig. 6 is the partial structurtes schematic diagram comprising principal rod;
Fig. 7 is the another partial structurtes schematic diagram comprising principal rod;
Fig. 8 is the overall structure schematic diagram comprising bar planting, principal rod, pier etc.
Fig. 9 is the gradient schematic diagram of backfill layer;
Figure 10 is the gradient schematic diagram in gutter;
Figure 11 is another gradient schematic diagram in gutter;
Figure 12 comprises the structural representation that the first sewer pipe is connected with the second sewer pipe;
Figure 13 is that the first sewer pipe is connected the structural representation of main blow-off pipe respectively with the second sewer pipe
Figure 14 is subsiding kitchen door hole waterproof schematic diagram;
Figure 15 is padded formula kitchen door opening waterproof schematic diagram.
Figure 16 comprises the structural representation that floor drain or side outfall arrange cobble drainage blanket;
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model preferred embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
In order to there be understanding clearly to technical characteristic of the present utility model, object and effect, now contrast accompanying drawing and detailed description of the invention of the present utility model is described, label identical in the various figures represents identical or the similar but parts that function is identical of structure.
See the waterproofing system of the kitchen structure shown in Fig. 1 and Fig. 2, described kitchen structure is divided into sunk type and padded formula two kinds of structures, but no matter be sunk type or padded formula kitchen structure, it includes base plate 1 and exterior wall 2, described exterior wall 2 is enclosed on base plate 1 and forms accommodation cavity 3, described waterproofing system comprises the concrete water-retaining wall be close to and held cavity sidewalls, and this concrete water-retaining wall and base plate are at least formed with the first groove and the second groove, preferably, shown in Fig. 1 and Fig. 2, this coagulation figure waterwall comprises to be close to and to enclose the first closed concrete water-retaining wall 4 around accommodation cavity inner wall, with the second concrete water-retaining wall 5 be positioned in the middle part of accommodation cavity 3 and the 3rd concrete water-retaining wall 6, first concrete water-retaining wall is divided into 3 parts by this second concrete water-retaining wall 4 and the 3rd concrete water-retaining wall 5, and form the first groove 7 with base plate, second groove 8 and the 3rd groove 9, wherein the first groove 7 and the 3rd groove 9 are all filled full backfill layer 10 (this backfill layer can be preferably indoor light backfill layer, as cinder, haydite and man-made stone etc.), and all above backfill layer 10, be provided with floor 11 successively, first cement mortar screeding layer 12, first additional waterproofing layer 13, first waterproofing course 14, first tack coat 15 and the first face brick finish coat 16, second groove 8 forms gutter 8, be provided with the second cement mortar screeding layer 17, second additional waterproofing layer 18, second waterproofing course 19, cement mortar protective course 20, second tack coat 21 and the second decorating surface brick layer 22 successively in the bottom surface in gutter and sidewall, above gutter, be stamped water drainage cover board 23, first cement mortar screeding layer 12 and the second cement mortar screeding layer 17 are connected, first waterproofing course 14 and the second waterproofing course 19 are connected, first tack coat 15 and the second tack coat 21 are connected, first face brick finish coat 16 and the second decorating surface brick layer 22 are connected, thus make the structure in kitchen on surface course, first obtain the waterproofing protection closed of multilayer.
Wherein base plate can be reinforced concrete floor; Exterior wall can be exterior wall tile masonry; Floor can be the thick steel bar concrete of 80mm (i.e. concrete) floor.Described waterproofing course (comprising first, second waterproofing course) can be one waterproofing course for the universal k11 waterproofing slurry of thickness 1.5mm, and the pliable and tough II type k11 waterproofing slurry of thickness 1.5mm is two road waterproofing courses; Described additional waterproofing layer (comprising first, second additional waterproofing layer) can be the pliable and tough II type k11 waterproofing slurry of thickness 2.0mm, therebetween one mylar.Universal k11 waterproofing slurry and pliable and tough II type k11 waterproofing slurry commercially all can be buied.Active component in its slurry can infiltrate pore in cement basal plane, micro-crack produces chemical reaction and forms crystalline solid blocking crack, and can form waterproof film fine and close together on surface (or top), reach the function of dual sealing.Described tack coat (comprising first, second tack coat), cement mortar screeding layer (comprising first, second cement mortar screeding layer), cement mortar protective course raw material used is all cement mortar, and only every one deck role is different.Tack coat is for the face brick finish coat that bonds; Cement mortar screeding layer is used for levelling and looks for slope; Cement mortar protective course is for the protection of the second waterproofing course.
Then further, described first concrete water-retaining wall 4, second concrete water-retaining wall 5 and the 3rd concrete water-retaining wall 6 three are all and be bonded with interface waterproof agent 24 between base plate and the accommodation cavity inner wall be close to.The composition of interface waterproof agent can with reference to the utility model patent CN103030425B of the applicant's mandate.A kind of interface treating agent that this interface waterproof agent is developed by the applicant, it can significantly improve the adhesive ability of substrate surface, and surface does not need prior artificial chiseling, is equivalent to replace traditional dabbing technique, convenient and swift.Its maximum feature be can allow two kinds of different materials or new and old material firmly bonding tightly, be not easy produce delamination, hollowing.By the first concrete water-retaining wall, the second concrete water-retaining wall and the 3rd concrete water-retaining wall three all and be bonded with interface waterproof agent between base plate and the accommodation cavity inner wall be close to; thus make the inside of kitchen structure also devise waterproofing protection, more effectively solve the leakage problem in kitchen further.
The waterproofing system of this kitchen structure additionally uses following waterproofing work measure:
(1) structurally waterproof treatment measures
Preferably, principal rod 25 is provided with in described floor 11; Described concrete water-retaining wall 4,5,6 is provided with horizontal abdomen muscle 26 and the bar planting 27 of longitudinal direction, and abdomen muscle 26 and longitudinal bar planting 27 of this transverse direction are welded or overlapped; And the principal rod 25 in floor welds with longitudinal bar planting 27 or overlaps.The principal rod 25 in floor can be made to stretch into concrete water-retaining wall weld with longitudinal bar planting 27 or overlap; Also longitudinal bar planting 27 can be made to stretch in floor weld with principal rod or overlap.
Then further, all water-swellable water-stop glue 28 (or water-swellable sealing glue-line) is bonded with along bar planting 27 at the top of concrete water-retaining wall 4,5,6 and bottom.
For the kitchen having waterproof requirement, the foot of a wall at exterior wall position answers primary concreting height to be not less than the anti-bank of 200mm in principle, but does not often do by specification in reality, but directly at plate face brick masonry, this is just easy to the hidden danger causing seepage.Wide the first concrete (concrete) waterwall of 120mm is built along wall limit for this kind of situation, also play a part while dash to support floor, but should note herein because secondary concreting exists constuction joint, and the weak spot of this seam percolating water often, therefore should first dabbing process or employing " interface waterproof agent " process.The cast-in-place concrete structure that gutter place also should adopt 120mm wide, way is identical with concrete water-retaining wall way.
Height about 110mm less of the aspect ratio sunk type kitchen structure spatial accommodation of the concrete water-retaining wall at the gutter place of the waterproofing system of sunk type kitchen structure, such as the height of sunk type kitchen structure spatial accommodation is 400mm, then the height of gutter wall and concrete water-retaining wall is approximately 290mm, and concrete height is determined according to the thickness in the finishing face inside and outside kitchen; Padded formula kitchen structure fitted up according to marking time after the most applicable height 150mm calculate, then the most applicable overall height that mark time in 3 rank is 450mm, and the height that can calculate the concrete water-retaining wall at gutter place is thus approximately 300mm.The strength grade of concrete of the concrete water-retaining wall at gutter place and the floor of backfill after-pouring all can select C25.
The connection of floor and concrete water-retaining wall adopts bar planting mode.As holed on base plate, hole depth 6cm, hole centre distance 150mm, hole is cleaned out, and inject anchoring adhesive after dry and plug diameter 10mm reinforcing bar, top is to infolding 90 °, the length folded into is not less than 300mm, is used for being connected with steel bar stress in floor (principal rod).Connected mode can adopt welding or overlap joint, the length of welding is not less than 80mm, inconel weld can be adopted, the length of overlap joint can be not less than 300mm, and can require that the length that principal rod in floor stretches into concrete (concrete) waterwall is not less than 1/3 of concrete (concrete) waterwall width, as shown in fig. 6-7.Along the continuous injection of bar planting place " water-swellable water-stop glue " after completing.As in Figure 3-5.Abdomen muscle carries out welding or overlapping as adopted the reinforcing bar of 2 diameter 8mm and bar planting, and as upper and lower spacing 150mm, this connected mode can play increases the resistance to tension of concrete transverse direction and the effect of vertical shear resistance, as in Figure 3-5.
After concrete water-retaining wall has been built, also should injection continuously " water-swellable water-stop glue " at concrete water-retaining wall top, as Figure 7-8.Water-swellable water-stop glue has the elastic waterstop of rubber and meets the double seal sealing mechanism of the volume expansion sealing of self after water, and durability is strong, constructs convenient, no matter and whether basal plane moist, unevenly all can be pasted onto concrete surface securely.Water-swellable water-stop glue commercially can be buied.
(2) drainage sunk well measure
Preferably, described backfill layer 10 is provided with floor drain 29 or side outfall, and arranges the gradient of 5% to this floor drain 29 or side outfall.Described gutter 8 is also provided with floor drain 29 or side outfall, and arranges the gradient of 2%-3% to this floor drain or side outfall.
In backfill layer, floor drain or side outfall are done in suggestion, and look for slope to it, gradient suggestion 5%, as shown in Figure 9; If the gradient 3% is advised on the unidirectional slope of looking for of the gradient in gutter, as shown in Figure 10; If length suggestion more than 5 meters in gutter is two-way look for slope, the gradient 2%, as shown in figure 11; Even if this is mainly because ground floor has done waterproof, but sometimes because many factors such as earthquake, differential settlement or waterproofing course along with the time time limit, the many reasons such as aging causes waterproofing course to be destroyed, inevitably in the middle of backfill layer, produce ponding.If do not do floor drain or side outfall, water cannot discharge, and to be now equivalent to pond the same for backfill layer, of long duration can leak into base plate unavoidably, and the ponding accumulation simultaneously produced is of a specified duration also can give out stench, peculiar smell.The convenient cleaning of tile fixing and draining are answered in gutter, wet-laid process should be adopted to forbid adopting cement mortar to do laid process, and the ceramic tile bottom inner corner trim should have certain gradient during paving.
Preferably, described floor drain 29 or side outfall are provided with the cobble drainage blanket 30 with non-woven wraps, no matter be in backfill layer or the floor drain in gutter or side draining, all can be provided with this cobble drainage blanket 30.Namely near floor drain or side outfall, 200mm scope arranges cobble drainage blanket and uses non-woven wraps, in case the blocking floor drain such as mud or side outfall.As shown in figure 16.
Preferably, the floor drain 29 of described backfill layer 10 or side outfall are connected with the first sewer pipe 31, the floor drain 29 in described gutter 8 or side outfall are connected with the second sewer pipe 32, below base plate, be provided with main blow-off pipe 33, described first sewer pipe 31 is connected with main blow-off pipe 33 respectively with the second sewer pipe 32.Namely, sewer pipe (the first sewer pipe) suggestion in backfill layer is not connected with the sewer pipe (the second sewer pipe) in gutter, and should be connected with main blow-off pipe respectively, otherwise easily causes the aqueous reflux in backfill layer sewer pipe.As the connected mode that Figure 12 is mistake, Figure 13 is correct connected mode.
(3) other treatment measures
Preferably, pier 34 is provided with in described backfill layer 10.To pier be done in backfill layer, play point action, in case the excessive floor that causes in plate face sink.The size of 240x240mm built into by laying bricks or stones by available common brick, and bottom 5cm highly must build by laying bricks or stones with cement mortar is rebasing again, built rear application cement mortar by laying bricks or stones and wrapped on brick surface, arranges one, as shown in Figure 8 every about 1.5 meters.
Preferably, top, described gutter 8 is provided with the L-type groove 35 for placing water drainage cover board.Namely the placement of L-type groove for water drainage cover board should be done in top, gutter, as illustrated in fig. 1 or fig. 2.Because kitchen is only upper people walking and go-cart process, there are the weight processes such as car in the gutter unlike outdoor, and water drainage cover board can not damage groove, therefore can protect L-type groove without angle steel.Then must be welded on dowel pre-buried with dowel as done angle steel, this makes the integral smoothness of angle steel be difficult to control, and constructs more loaded down with trivial details, and follow-uply cannot do waterproof herein, make waterproofing course herein cannot continuously in gutter, unfavorable to waterproof, therefore do not advise doing angle steel.
Preferably, described kitchen structure is provided with door opening 36, and described waterproofing system is provided with the 3rd waterproofing course at the sidewall 37 of this door opening.This is in order to increase waterproof height.In like manner, also can be provided with the 3rd waterproofing course at adjacent exterior wall outer wall, the oblique dotted portion as shown in Fig. 1-2, Figure 14-15.3rd waterproofing course is all identical with the composition of first, second waterproofing course.
The utility model has carried out setting forth in detail to the waterproofing system of this kitchen structure, adopts principle that is anti-, that arrange, block up the multi-way prevention comprehensive regulation, efficiently solves the leakage problem in kitchen.
For making simplified form, only schematically show the part relevant to the utility model in each figure, they do not represent its actual proportions as product.In addition, be convenient to make simplified form understand, there are the parts of identical structure or function in some figure, only schematically depict one of them or two, or only marked one of them or two.
It should be noted that, sequence number first, second, third, etc. in this manual are in order to distinguish congenerous or isostructural parts or part or component, and dividing not containing order, corresponding parts or part or component are all relatively independent, as the first concrete water-retaining wall, the second concrete water-retaining wall and the 3rd concrete water-retaining wall.
Be to be understood that, although this manual describes according to preferred detailed description of the invention, but not only comprise an independently technical scheme in this preferred detailed description of the invention, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, the technical scheme of each preferred embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
A series of detailed description listed is above only illustrating for possible embodiments of the present utility model; they are also not used to limit protection domain of the present utility model, all do not depart from the utility model skill Equivalent embodiments of doing of spirit or change all should be included within protection domain of the present utility model.
Claims (10)
1. a waterproofing system for kitchen structure, is characterized in that, described kitchen structure comprises base plate and exterior wall, and described exterior wall is enclosed on base plate and forms accommodation cavity; Described waterproofing system comprises the concrete water-retaining wall be close to and held cavity sidewalls, this concrete water-retaining wall and base plate are at least formed with the first groove and the second groove, first groove fills full backfill layer, and above backfill layer, be provided with floor, the first cement mortar screeding layer, the first additional waterproofing layer, the first waterproofing course, the first tack coat and the first face brick finish coat successively; Second groove type becomes gutter, be provided with the second cement mortar screeding layer, the second additional waterproofing layer, the second waterproofing course, cement mortar protective course, the second tack coat and the second decorating surface brick layer successively in the bottom surface in gutter and sidewall, above gutter, be stamped water drainage cover board; First cement mortar screeding layer and the second cement mortar screeding layer are connected; First waterproofing course and the second waterproofing course are connected; First tack coat and the second tack coat are connected; First face brick finish coat and the second decorating surface brick layer are connected.
2. the waterproofing system of kitchen as claimed in claim 1 structure, is characterized in that, between described concrete water-retaining wall and the base plate be close to, and be all bonded with interface waterproof agent between concrete water-retaining wall and the accommodation cavity sidewalls be close to.
3. the waterproofing system of kitchen as claimed in claim 1 structure, is characterized in that, be provided with principal rod in described floor; Described concrete water-retaining wall is provided with horizontal abdomen muscle and longitudinal bar planting, and the abdomen muscle of this transverse direction and longitudinal bar planting are welded or overlap joint; And the principal rod in floor welds with longitudinal bar planting or overlaps.
4. the waterproofing system of kitchen as claimed in claim 3 structure, is characterized in that, be all bonded with water-swellable water-stop glue along bar planting at the top of concrete water-retaining wall and bottom.
5. the waterproofing system of kitchen as claimed in claim 1 structure, it is characterized in that, described backfill layer is provided with floor drain or side outfall, and arranges the gradient of 5% to the floor drain of this backfill layer or side outfall; Described gutter is also provided with floor drain or side outfall, and arranges the gradient of 2%-3% to the floor drain in this gutter or side outfall.
6. the waterproofing system of kitchen as claimed in claim 5 structure, is characterized in that, described floor drain or side outfall are provided with the cobble drainage blanket with non-woven wraps.
7. the waterproofing system of kitchen as claimed in claim 6 structure, it is characterized in that, floor drain or the side outfall of described backfill layer are connected with the first sewer pipe, floor drain or the side outfall in described gutter are connected with the second sewer pipe, below base plate, be provided with main blow-off pipe, described first sewer pipe is connected with main blow-off pipe respectively with the second sewer pipe.
8. the waterproofing system of kitchen as claimed in claim 1 structure, is characterized in that, be provided with pier in described backfill layer.
9. the waterproofing system of kitchen as claimed in claim 1 structure, it is characterized in that, top, described gutter is provided with the L-type groove for placing water drainage cover board.
10. the waterproofing system of kitchen as claimed in claim 1 structure, it is characterized in that, described kitchen structure is provided with door opening, and described waterproofing system is provided with the 3rd waterproofing course at the sidewall of this door opening.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520288209.2U CN204609007U (en) | 2015-05-06 | 2015-05-06 | The waterproofing system of a kind of kitchen structure |
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| CN201520288209.2U CN204609007U (en) | 2015-05-06 | 2015-05-06 | The waterproofing system of a kind of kitchen structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831820A (en) * | 2015-05-06 | 2015-08-12 | 厦门防水博士建筑工程有限公司 | Waterproofing system of kitchen structure |
| CN106013566A (en) * | 2016-07-25 | 2016-10-12 | 孙续畅 | Assembled type bathroom floor slab and construction method |
-
2015
- 2015-05-06 CN CN201520288209.2U patent/CN204609007U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831820A (en) * | 2015-05-06 | 2015-08-12 | 厦门防水博士建筑工程有限公司 | Waterproofing system of kitchen structure |
| CN106013566A (en) * | 2016-07-25 | 2016-10-12 | 孙续畅 | Assembled type bathroom floor slab and construction method |
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Granted publication date: 20150902 Termination date: 20210506 |