CN108396934A - Precast floor, precast floor installation method and assembled toilet - Google Patents
Precast floor, precast floor installation method and assembled toilet Download PDFInfo
- Publication number
- CN108396934A CN108396934A CN201810461214.7A CN201810461214A CN108396934A CN 108396934 A CN108396934 A CN 108396934A CN 201810461214 A CN201810461214 A CN 201810461214A CN 108396934 A CN108396934 A CN 108396934A
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- Prior art keywords
- positioning
- net
- card
- precast floor
- keel
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- 238000009434 installation Methods 0.000 title claims abstract description 38
- 238000000034 method Methods 0.000 title claims abstract description 11
- 239000011468 face brick Substances 0.000 claims abstract description 28
- 239000000758 substrate Substances 0.000 claims abstract description 21
- 239000003292 glue Substances 0.000 claims description 10
- 239000011465 paving brick Substances 0.000 claims description 3
- 229920006351 engineering plastic Polymers 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 28
- 238000005452 bending Methods 0.000 description 25
- 238000010586 diagram Methods 0.000 description 12
- 238000009499 grossing Methods 0.000 description 11
- 230000007246 mechanism Effects 0.000 description 11
- 238000005476 soldering Methods 0.000 description 7
- 210000004243 sweat Anatomy 0.000 description 7
- 239000000463 material Substances 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 230000005674 electromagnetic induction Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 3
- 239000012943 hotmelt Substances 0.000 description 3
- 206010037660 Pyrexia Diseases 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 210000000988 bone and bone Anatomy 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 229920001903 high density polyethylene Polymers 0.000 description 2
- 239000004700 high-density polyethylene Substances 0.000 description 2
- 238000013003 hot bending Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/02044—Separate elements for fastening to an underlayer
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/0215—Flooring or floor layers composed of a number of similar elements specially adapted for being adhesively fixed to an underlayer; Fastening means therefor; Fixing by means of plastics materials hardening after application
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Residential Or Office Buildings (AREA)
Abstract
The invention discloses a kind of precast floor, precast floor installation method and assembled toilets, this precast floor includes substrate, positioning net, positioning card and face brick, the positioning net is rectangular and is fixed on upper surface of base plate, is clamped between adjacent positioning net；Positioning card includes that the first positioning card and the second positioning block, and first positioning, which fixes, is scheduled on positioning net middle part, and second positioning, which fixes, is scheduled on positioning net four corners, and the face brick is by the first adjacent positioning card and the locking position of the second positioning and is bonded in positioning on the net.This precast floor, precast floor installation method and assembled toilet reduce the installation difficulty and installation cost of face brick, improve the installation effectiveness of face brick.
Description
Technical field
The present invention relates to assembled architecture technical field, it is specifically related to a kind of precast floor, precast floor installation
Method and assembled toilet.
Background technology
There are a kind of assembled toilet, bottom to be provided with overhead system and floor at present, wherein floor is fixed on aerial
In system, above-mentioned floor includes the substrate of support and ornamental face brick, since current floor is typically Assembling, assembling
When face brick assembling difficulty it is larger (being difficult to develop whole), to fit up personnel level of skill it is more demanding, it usually needs it is professional
Installation personnel could be installed, and not only installation cost is higher, and installation effectiveness is low.
Invention content
For deficiencies of the prior art, it is an object of the invention to propose a kind of precast floor, assembled
Floor mounting method and assembled toilet, this precast floor, precast floor installation method and assembled toilet reduce
The installation difficulty and installation cost of face brick, improves the installation effectiveness of face brick.
For this purpose, technical solution of the present invention is：A kind of precast floor, including substrate, positioning net, positioning card and face brick, institute
It states positioning to net rectangular and be fixed on upper surface of base plate, be clamped between adjacent positioning net；The positioning card includes first fixed
Position card and the second positioning block, and first positioning, which fixes, is scheduled on positioning net middle part, and second positioning, which fixes, is scheduled on positioning net four
At angle, the face brick positions card and the locking position of the second positioning by adjacent first and is bonded in positioning on the net.
Substrate is first fixed on overhead system by this precast floor, then will be clamped between positioning net and is fixed on substrate
On, positioning spreads connect the first positioning card and the second positioning card with positioning net after glue for tile on the net, passes through adjacent the at this time
One positioning card and the second locking position of positioning can easily install face brick, reduce the installation difficulty of face brick, improve the peace of face brick
Fill efficiency, do not need profession personnel face brick can be installed it is smooth.
Further, positioning net middle part is provided with the first card hole, and the first positioning card lower part is connected in the first card hole
And top is adapted beyond online surface, the first positioning card lower part is positioned with the first card hole.
Further, the second positioning card includes support portion and limiting section, and the four corners for positioning net are both provided with bayonet,
The support portion is adapted with bayonet and is connected to the four corners of positioning net, and support portion thickness is identical as positioning thickness of net.
Further, the first positioning card, the first card hole and limiting section are cross.
Further, the bayonet and support portion are rectangular.
Further, the positioning net is made of ABS engineering plastics.
A kind of precast floor installation method, is installed using above-mentioned precast floor, is included the following steps：
Step 1 has measured the size of toilet, and the substrate needed and positioning net are calculated according to the size of toilet；
Step 2, installation base plate；
Positioning network interface card fixed substrate upper surface will be clamped by step 3, installation positioning net between adjacent positioning net,
When toilet completely spreads positioning and such as encounters toilet (i.e. corner fails to lay down the positioning net of a monoblock) of discord modulus, direct scene is cut
Cut positioning net；
Glue for tile is poured into positioning net, is struck off by step 4；
First positioning is connected to positioning net middle part, the second positioning is connected to positioning net four corners by step 5；
Step 6 (takes small area patch block, such as first with brush according to the first positioning card and the second positioning locking position paving brick
The glue for tile of one or two brick area has spread one piece and has followed by played glue to repave again.).
A kind of assembled toilet, including precast floor, the precast floor are above-described precast floor.
Beneficial effects of the present invention：Substrate is first fixed on overhead system by this precast floor, then will position net
Between be clamped and be fixed on substrate, positioning is spread after glue for tile on the net by the first positioning card and the second positioning card and positioning net company
It connects, face brick can easily be installed by the first adjacent positioning card and the second locking position of positioning at this time, do not need the personnel of profession
Face brick can be installed smooth, reduce the installation difficulty and installation cost of face brick, improve the installation effectiveness of face brick.
Description of the drawings
Fig. 1 is the structural schematic diagram of precast floor of the present invention；
Fig. 2 is the structural schematic diagram of present invention positioning net；
Fig. 3 is the structural schematic diagram of the present invention the second positioning card；
Fig. 4 is assembled toilet of the present invention structural schematic diagram；
Fig. 5 is the dimensional structure diagram of flexible water disk of the present invention；
Fig. 6 is the schematic top plan view of flexible water disk of the present invention；
Fig. 7 is enlarged drawing at A in Fig. 6；
Fig. 8 is the schematic elevation view of inner corner trim electromagnetism joint angle of the present invention；
Fig. 9 is the vertical view of Fig. 8；
Figure 10 is the right view of Fig. 8；
Figure 11 is the schematic elevation view of external corner electromagnetism joint angle of the present invention；
Figure 12 is the vertical view of Figure 11；
Figure 13 is the right view of Figure 11；
Figure 14 is flexible water disk discharge structure schematic diagram of the present invention；
Figure 15 is the original-shape figure of flexible water disk；
Figure 16 is the dimensional structure diagram of steelframe of the present invention；
Figure 17 is the structural schematic diagram of L-shaped spine support frame of the present invention；
Figure 18 is the structural schematic diagram of main tee supporting rack of the present invention；
Figure 19 is the structural schematic diagram of cross spine support frame of the present invention；
Figure 20 is height adjustment mechanism schematic diagram of the present invention；
Figure 21 is metope retaining mechanism schematic diagram of the present invention.
In attached drawing：1- flexible water disks；2- steelframes；3- precast floors；4- smooths bed course；5- co-layer draining pipes；6- master
Drainpipe；The toilets 7-；
11- waterproof bottom plates；12- waterproof risers；13- inner corner trim electromagnetism joint angles；14- external corner electromagnetism joint angles；15- hot bendings
Line；16- support tubes；17- electrodes heat elbow；21- keel；22- vertical supporting framves；22a-L shape spine support framves；22b-T shapes
Spine support frame；22c- cross spine support framves；23- cross-brace framves；31- substrates；32- positions net；33- face bricks；34-
One positioning card；The positioning cards of 35- second；51- co-layer draining pipe main pipelines；52- co-layer draining pipe subtubes；53- water-proof plates drain
Pipeline；
111- discharge outlet；131- inner corner trim lower connecting plates；132- inner corner trim upper junction plates；133- inner corner trim electromagnetism wire sides；141- sun
Angle lower connecting plate；142- external corner upper junction plates；143- external corner electromagnetism wire sides；211- lateral keels；212- longitudinal keels；221-L
Shape bending part；222-T shape bending parts；223- cross bending parts；224- support columns；225- height adjustment mechanisms；231- metopes
Supporting beam；232- metope retaining mechanisms；The first card holes of 321-；351- support portions；352- limiting sections；
2211-L shape bottom plates；2221-T shape bottom plates；2231- cross bottom plates；2251- height fixing nuts；2252- height
Adjusting gasket；2253- height locking nuts；2254- height adjustment bolts；2321- metope fixing nuts；2322- metopes are adjusted
Gasket；2323- metope locking nuts；2324- metopes smooth bolt.
Specific implementation mode
The invention will be further described with reference to the accompanying drawings and examples：
As shown in Figure 1 to Figure 3, a kind of precast floor of the present embodiment, have substrate 31, positioning net 32, positioning card and
Face brick 33, positioning net 32 is rectangular and is fixed on 31 upper surface of substrate, is clamped between adjacent positioning net 32；Positioning blocks
First positioning card 34 and the second positioning card 35, the first positioning card 34 are fixed on 32 middle part of positioning net, and the second positioning card 35 is fixed on
32 four corners of net are positioned, face brick 33 is positioned by adjacent the first positioning card 34 and the second positioning card 35 and is bonded in positioning net 32
On.In the present embodiment, substrate 31 is fiber cement board.
As shown in Figure 1 and Figure 4, substrate 31 is first fixed on steelframe 32 by this precast floor 3, then will positioning net 32 it
Between be clamped and it is fixed on the substrate 31, position after spreading glue for tile on net 32 by the first positioning block 34 and second positioning card 35 with it is fixed
Position net 32 connects, and can easily install face brick 33 by the first adjacent positioning card 34 and 35 positioning of the second positioning card at this time, drop
The low installation difficulty of face brick 33, improves the installation effectiveness of face brick 33, and the personnel for not needing profession can pacify face brick 33
It fills smooth.Specifically, the gap between adjacent tile 33 is filled with jointing agent；In the present embodiment, positioning net 32 uses ABS engineerings
Plastic production is positioned and is fixedly connected using rifle nail between net 32 and substrate 31, can also connected with common nails in practical application,
As long as not influencing installation and use；First positioning card 34 and the second positioning card 35 can also use other forms, such as exist
While the first positioning card 34 is fixed at the middle part of positioning net 32, the second positioning card is respectively provided in the quadrangle of positioning net 32 and four sides
35, quadrangle is all positioned when such face brick 33 is installed, and installation is more accurate.
As shown in Figure 1 to Figure 3, in the present embodiment, 32 middle part of positioning net is provided with the first card hole 321, the first positioning card 34
Lower part is connected in the first card hole 321 and top is beyond 32 upper surface of positioning net, the first positioning 34 lower parts of card and the first card hole 321
It is adapted.Second positioning card 35 includes support portion 351 and limiting section 352, and the four corners of positioning net 32 are both provided with bayonet, support
Portion 351 is adapted with bayonet and is connected to the four corners of positioning net 32, and 351 thickness of support portion is identical as positioning 32 thickness of net.Tool
Body, in the present embodiment, first positioning the 34, first card hole 321 of card and limiting section 352 are cross；Bayonet and support portion 352
It is rectangular.In practical application, first positioning the 34, first card hole 321 of card and limiting section 352 can also use other shapes, only
Otherwise influence installation and use.
As shown in Figure 1 to Figure 3, a kind of precast floor installation method, is installed using above-mentioned precast floor, packet
Include following steps：
Step S1 has measured the size of toilet, and the substrate 31 needed and positioning net 32 are calculated according to the size of toilet；
Step S2, installation base plate 31；
Step S3, installation positioning net 32 will be between adjacent positioning net 32 by 31 upper surface of positioning 32 card fixed substrate of net
Clamping, when in toilet 7, completely paving positioning such as encounters toilet 7 (i.e. corner fails to lay down the positioning net of a monoblock) of discord modulus,
Direct on-site cutting positions net 32；
Glue for tile is poured into positioning net 32, is struck off by step S4；
First positioning is blocked 34 and is connected to 32 middle part of positioning net by step S5, and the second positioning, which is blocked 35, is connected to positioning net 32
Four corners；
Step S6, according to first positioning block 34 and second positioning card 35 positioning paving bricks 33 (take small area patch block, such as
First with the glue for tile for brushing one or two brick area, one piece is spread and has followed by played glue to repave again.).
This programme in order to better understand, the following contents disclose a kind of assembled toilet.
As shown in figure 4, present embodiments providing a kind of assembled toilet, there is smoothing bed course 4, flexible water disk 1, steel
Frame 2, co-layer draining pipe 5 and precast floor 3, above-mentioned smoothing bed course 4, flexible water disk 1, steelframe 2, co-layer draining pipe 5 and dress
It is arranged in toilet 7 with formula floor 3.
As shown in Figure 4 and Figure 5, in the present embodiment, smoothing bed course 4 is arranged on the upside of 7 earth's surface of toilet, flexible water disk 1
Setting includes waterproof bottom plate 11 and waterproof riser 12 in 2 upside of smoothing bed course, flexible water disk 1, and waterproof bottom plate 11 is horizontally disposed
And it is jaggy rectangular-shaped in one jiao, discharge outlet 111 is provided on waterproof bottom plate 11, waterproof riser 12 is located at waterproof bottom plate 11 weeks
It encloses, waterproof bottom plate 11 and waterproof riser 12 are integrally formed and constitute the case shape of upper opening, the adjacent waterproof of flexible water disk 1
It is connected with 14 sweat soldering of external corner electromagnetism joint angle by inner corner trim electromagnetism joint angle 13 between riser 12.Specifically, the present embodiment
In, smoothing bed course 4 is made of water-permeable brick, and other materials can also be used in practical application, as long as not influencing installation and practicality i.e.
It can；One jiao of 1 notch of flexible water disk is to avoid main drainpipe 6 or structural column and be adapted with steelframe 2；Waterproof riser 12
Between can also using bonding by the way of.
As shown in Fig. 4 and Figure 16, in the present embodiment, steelframe 2 be arranged in flexible water disk 1, steelframe 2 have keel 21,
Vertical supporting frame 22 and cross-brace frame 23, wherein keel 21 constitute the dragon in one jiao of rectangular platform jaggy and rectangular platform
Bone 21 is in square grid shape；22 frame of vertical supporting is used to support keel 21 and adjusts 21 height of keel, and cross-brace frame 23 is fixed on
To prevent keel 21 from being moved relative to 7 metope of toilet on the keel 21 on four side of rectangular platform.In the present embodiment, rectangular platform has scarce
Mouthful one jiao be to avoid pipeline or structural column, in practical application, the keel 21 in rectangular platform can also constitute other shapes
The reticular structure of shape, such as diamond shape or decorative pattern shape.Precast floor 3 is located on rectangular platform, due to rectangular platform bearing area
Greatly, precast floor 3 is also just unlikely to deform, and leveling rectangular platform is that is, leveling precast floor 3, this steelframe 2 leveling
From the artificial leveling in the gap of keel 21 when rectangular platform, leveling difficulty is low.In use, due to precast floor 3 and dragon
21 contact area of bone is big, is not easy to move horizontally after 3 stress of precast floor, with will not causing 5 leak of drainpipe and toilet
It shakes in face.
As shown in Fig. 4 and Figure 16, in the present embodiment, precast floor 3 is fixed on keel 21；Co-layer draining pipe main pipeline
51 are arranged in the flexible water disk 1 and between keel 21 and the waterproof bottom plate 11 of flexible water disk 1, co-layer draining pipe is in charge of
Road 52 passes through precast floor 3 and water inlet to be located at 3 top of precast floor.
As shown in Fig. 5 to Figure 13, in the present embodiment, inner corner trim electromagnetism joint angle 13 is located at two adjacent waterproof risers 12 and constitutes
Interior angle side, inner corner trim electromagnetism joint angle 13 and two adjacent waterproof risers 12 and the sweat soldering of 11 upside of waterproof bottom plate connect
Connect, external corner electromagnetism joint angle 14 is located at the exterior angle side that adjacent two waterproof risers 12 are constituted, external corner electromagnetism joint angle 14 with it is adjacent
Two waterproof risers 12 and the sweat soldering connection of the downside of waterproof bottom plate 11.This flexible water disk 1 is flexible water disk 1, soft
Property the adjacent waterproof riser 12 of water-proof plate 1 between by inner corner trim electromagnetism joint angle 2 positioned at the inside of riser 11 and outside riser
3 sweat soldering of external corner electromagnetism joint angle of side connects, easy to operate, and when operation connects inner corner trim electromagnetism joint angle 2 and external corner electromagnetism
It connects and uses electromagnetic welding equipment electromagnetic induction heating after angle 3 places, installation difficulty is low, this flexible water disk 1 is not only prevented
Aqueous energy is good, but also can be avoided thickness everywhere and differ, and shape is overall beautiful.
As shown in Fig. 8 to Figure 13, in the present embodiment, inner corner trim electromagnetism joint angle 13 is including on inner corner trim lower connecting plate 131, inner corner trim
Connecting plate 132 and inner corner trim electromagnetism wire side 133, inner corner trim lower connecting plate 131 are in isosceles right triangle, and inner corner trim upper junction plate 132 is disconnected
Face is L-shaped and lower end and two right-angle sides of inner corner trim lower connecting plate 131 are fixedly connected with, and inner corner trim electromagnetism wire side 133 is arranged in inner corner trim
The nearly riser side of lower connecting plate 131 and inner corner trim upper junction plate 132；External corner electromagnetism joint angle 14 includes external corner lower connecting plate 141, sun
Angle upper junction plate 142 and external corner electromagnetism wire side 143, external corner lower connecting plate 141 are in isosceles right triangle, external corner upper junction plate
142 sections are L-shaped and lower end and two right-angle sides of external corner lower connecting plate 141 are fixedly connected with, and the setting of external corner electromagnetism wire side 143 exists
The nearly riser side of external corner lower connecting plate 141 and external corner upper junction plate 142.In the present embodiment, inner corner trim electromagnetism wire side 133 and external corner electricity
Magnetic wire side 143 is made of wire electrode, and after electromagnetic induction heating, wire electrode fever makes inner corner trim electromagnetism joint angle 13, external corner electromagnetism
Joint angle 14 is connect with 1 sweat soldering of flexible water disk respectively.For the ease of installation, waterproof bottom plate 11, waterproof riser 12, inner corner trim
Lower connecting plate 131, inner corner trim upper junction plate 132, external corner lower connecting plate 141 and external corner upper junction plate 142 are all made of HDPE materials.For
The upper end of good appearance, inner corner trim upper junction plate 132 and external corner upper junction plate 142 is flushed with 12 upper end of waterproof riser.
As shown in figure 14, in the present embodiment, for the ease of the discharge outlet 111 and water-proof plate drainage pipeline of flexible water disk 1
53 connect and prevent leak, discharge outlet 111 to be equipped with circular ring shape hot bending portion integrally formed with waterproof bottom plate 11 and that Open Side Down.
As shown in figure 14, a kind of flexible water disk discharge structure of the present embodiment has discharge outlet 111, support tube 16, electricity
The waterproof bottom plate 11 of very hot molten elbow 17 and water-proof plate drainage pipeline 53, discharge outlet 111 and flexible water disk 1 is integrally formed and is in
The annular shape extended downwardly, 16 lower part of support tube are located in discharge outlet 111, and 16 lower end of support tube is flushed with 111 lower end of discharge outlet
And upper end exceeds 111 upper end of discharge outlet, 16 upper end edge of support tube is circumferentially provided with rhone；Electrode heats 17 upper head of elbow
Inside is provided with electromagnetism wire side, and 111 lower part of discharge outlet is inserted into after electrode hot melt 17 upper head of elbow and heats elbow 17 with electrode
Sweat soldering connects, and water-proof plate drainage pipeline 53 is connected to the lower end head of electrode hot melt elbow 17.This flexible water disk drains
In structure, the waterproof bottom plate 11 of discharge outlet 111 and flexible water disk 1 is integrally formed and in the annular shape extended downwardly, electrode heat
Electromagnetism wire side on the inside of 17 upper head of molten elbow is made of wire electrode, after electromagnetic induction heating electromagnetism wire side, wire electrode fever
Sweat soldering between electrode hot melt elbow 17 and discharge outlet 111 is set to connect, connection difficulty is low, and water resistance is good；Support tube upper end
Surrounding opens up rhone, is convenient to clean sundries and draining.Specifically, discharge outlet 111 and electrode heat elbow 17 in the present embodiment
HDPE materials are all made of, support tube 16 and water-proof plate drainage pipeline 53 are pvc pipe；The discharge outlet 111 of flexible water disk 1 passes through
Water is drained into main drainpipe 6 by water-proof plate drainage pipeline 53.
As shown in Fig. 4 and Figure 16, in the present embodiment, vertical supporting frame 22 includes L-shaped spine support frame 22a, main tee branch
Support 22b and cross spine support frame 22c, L-shaped spine support frame 22a, main tee supporting rack 22b and cross keel branch
Support 22c includes bending part, support column 224 and height adjustment mechanism 225, and bending part is fixed on the upper end of support column 224
Portion is simultaneously bolted with keel 21, and height adjustment mechanism 225 is fixed on the lower end head of support column 224 to adjust support column 224
With the vertical supporting height of bending part；Cross-brace frame 23 is fixed on the keel 21 on four side of rectangular platform, cross-brace frame 23
Including wall face supporting beam 231 and metope retaining mechanism 232,231 top of wall face supporting beam is fixedly connected with keel 21, metope locking
Mechanism 232 is arranged in the lower part of wall face supporting beam 231 to prevent keel 21 from being moved relative to metope.In the present embodiment, steelframe 2 passes through
Vertical supporting frame 22 adjusts 21 height of keel, and wherein L-shaped spine support frame 22a is mainly used for supporting the keel at rectangular platform angle
21, main tee supporting rack 22b are mainly used for that the keel 21 at rectangular platform side, cross spine support frame 22c is supported mainly to use
Keel 21 inside support rectangular platform.In the present embodiment, two groups of cross are respectively provided on the keel 21 on four side of nearly metope of steelframe 2
To supporting rack 23, keel 21 and metope horizontal distance are adjusted by cross-brace frame 23 and limit keel 21 and is moved, therefore, steelframe
Structure (overhead system) stability is preferable；Specifically, cross-brace frame 23 is arranged quantity and position will according to toilet and
The shape of keel 21 specifically considers, as long as can the effectively horizontal distance between adjustment keel 21 and metope and after adjustment
Prevent keel 21 from moving.In the present embodiment, which up to 40 years or more, and is dismantled by plastic-spraying antirust treatment, long lifespan
It is convenient.
As shown in Figure 16 to Figure 20, in the present embodiment, bending part includes that the L-shaped positioned at the tops L-shaped spine support frame 22a is rolled over
Comer pieces 221, positioned at the T shapes bending part 222 on the tops main tee supporting rack 22b and positioned at the tops cross spine support frame 22c
Cross bending part 223, L-shaped bending part 221 include L-shaped bottom plate 2211 and the riser perpendicular to L-shaped bottom plate 2211, L-shaped bottom plate
2211 and riser collectively form the L-shaped keel link slots of opening upwards, on the riser of two ends of L-shaped keel link slot
It is provided with the keel fixing bolt of connection keel；T shapes bending part 222 is including T shapes bottom plate 2221 and perpendicular to T shapes bottom plate 2221
Riser, T shapes bottom plate 2221 and riser collectively form the main tee link slot of opening upwards, close to three ends of main tee link slot
The keel fixing bolt of connection keel is both provided on the riser in portion；Cross bending part 223 includes 2231 He of cross bottom plate
Perpendicular to the riser of cross bottom plate 2231, the cross keel that cross bottom plate 2231 and riser collectively form opening upwards connect
Access slot is both provided with the keel fixing bolt of connection keel on the riser of four ends of cross keel link slot.Specifically
Ground, in the present embodiment, in order to keep bending part easy to process, stable structure, L-shaped bending part 221, T shapes bending part 222 and cross
Bending part 223 is integrally formed；In order to alleviate the weight of bending part and be convenient for punch forming, the two of L-shaped bending part 221 are short vertical
Between plate, between 222 circumferentially adjacent and mutually perpendicular riser of T shapes bending part, cross bending part 223 it is circumferentially adjacent
And be both provided with notch between mutually perpendicular riser.In practical application, as needed, bending part can also be by multiple zero
Part welding is composed, and bending part according to actual needs, can also use other shapes, as long as not influencing installation and use i.e.
It can.
As shown in Figure 16 to Figure 20, in the present embodiment, height adjustment mechanism 225 includes height fixing nut 2251, height
Under adjusting gasket 2252, height locking nut 2253 and height adjustment bolt 2254, height fixing nut 2251 and support column 224
End head is fixedly connected, and height adjusting pads piece 2252 and height locking nut 2253 are successively set under height fixing nut 2251
Side, height adjustment bolt 2254 include head and threaded portion, and the threaded portion of height adjustment bolt 2254 sequentially passes through from the bottom up
Height locking nut 2253, height adjusting pads piece 2252 and height fixing nut 2251, height locking nut 2253 and height are solid
Determine nut 2251 to be adapted with the threaded portion of height adjustment bolt 2254.Before adjusting 21 height of keel, height is first unscrewed downwards
Locking nut 2253 is spent, then rotation height adjusting bolt 2254 adjusts 21 height of keel, after keel 21 highly adjust, to
On screw 2253 mother of height locking screw.
As shown in Figure 16 and Figure 21, in the present embodiment, metope retaining mechanism 232 includes metope fixing nut 2321, metope
Adjusting gasket 2322, metope locking nut 2323 and metope smooth bolt 2324, and 231 lower part of wall face supporting beam is provided perpendicular to
The metope of metope smooths bolt mounting holes, and metope fixing nut 2321 is fixed on the wall of the remote metope side of metope smoothing bolt mounting holes
In face supporting beam 231, metope adjusting gasket 2322 and metope locking nut 2323 are successively set on metope smoothing bolt mounting holes
Nearly metope side；It includes head and threaded portion that metope, which smooths bolt 2324, and metope smooths the threaded portion of bolt 2324 from outside to inside
Sequentially pass through metope locking nut 2323, metope adjusting gasket 2322, metope smoothing bolt mounting holes and metope fixing nut
2321, metope locking nut 2323 and metope fixing nut 2321 are adapted with the threaded portion of metope smoothing bolt 2324.This
In embodiment, it is additionally provided with the waterproof riser 12 of flexible water disk between 7 metope of metope retaining mechanism 232 and toilet, adjusts
Before keel 21 and metope distance, metope locking nut 2323 is first unscrewed, then rotates metope smoothing bolt 2324 and adjusts keel 21
With metope distance, after keel 21 and metope distance adjustment, screwing metope locking nut 2321 prevents keel 21 are horizontal from moving
It is dynamic.
As shown in Figure 16 to Figure 21, in the present embodiment, height adjustment bolt 2254 and metope smoothing bolt 2324 are all made of
Nylon material.For the ease of attaching nut and bolt, keel 21 and support column 224 are all made of square tube making, wall face supporting beam
231 are made of channel steel.
As shown in Figure 16 to Figure 20, in the present embodiment, height fixing nut 2251 is welded on 224 lower end head of support column
In square hole, the lower end of height fixing nut 2251 is flushed with 224 lower end of support column.
As shown in Figure 16 to Figure 21, in the present embodiment, keel 21 include lateral keel 211 and longitudinal keel 212, wherein horizontal
It is arranged in parallel to keel 211 along rectangular platform length direction, longitudinal keel 212 is vertical with lateral keel 211.The present embodiment
In, the vertical height all same in 212 section of lateral keel 211 and longitudinal keel, the specification of longitudinal keel 212 and be located at grid
The 211 specification all same of lateral keel at shape edge, 211 cross-sectional width of lateral keel being located in square grid shape are more than positioned at grid
211 cross-sectional width of lateral keel of web-like edge；In order to reduce installation error, lateral keel 211 is fixed on transversely keel 211
On all vertical supporting framves 22 of axis direction setting, therefore 211 length of most of lateral keels is grown more than longitudinal keel 212
Degree, longitudinal keel 212 are fixed on two adjacent vertical supporting framves 22.In the present embodiment, in order to which the support for increasing bending part is strong
It spends, in T shapes bending part 222, T shapes bottom plate 2221, which supports the downside at longitudinal keel 212 and is both provided between support column 224, to be added
The stiffener plate of strong structure；In cross bending part 223, cross bottom plate 2231 supports downside and branch at longitudinal keel 212
The stiffener plate of reinforcement structure is both provided between dagger 224.
The preferred embodiment of the present invention has been described in detail above.It should be appreciated that those skilled in the art without
It needs creative work according to the present invention can conceive and makes many modifications and variations.Therefore, all technologies in the art
Personnel are available by logical analysis, reasoning, or a limited experiment on the basis of existing technology under this invention's idea
Technical solution, all should be in the protection domain being defined in the patent claims.
Claims (8)
1. a kind of precast floor, it is characterised in that：Including substrate, positioning net, positioning card and face brick, the positioning net is rectangular
Shape is simultaneously fixed on upper surface of base plate, is clamped between adjacent positioning net；The positioning card includes the first positioning card and the second positioning
Card, it is described first positioning fix is scheduled on positioning net middle part, it is described second positioning fix is scheduled on positioning net four corners, the face brick by
Adjacent first positions card and the locking position of the second positioning and is bonded in positioning on the net.
2. precast floor according to claim 1, it is characterised in that：Positioning net middle part is provided with the first card hole,
First positioning card lower part is connected in the first card hole and top is beyond online surface is positioned, and first positions card lower part and the first card hole
It is adapted.
3. precast floor according to claim 2, it is characterised in that：The second positioning card includes support portion and limit
Portion, the four corners for positioning net are both provided with bayonet, and the support portion is adapted with bayonet and is connected to the four corners of positioning net, branch
Support part thickness is identical as positioning thickness of net.
4. precast floor according to claim 3, it is characterised in that：The first positioning card, the first card hole and limit
Portion is cross.
5. precast floor according to claim 3, it is characterised in that：The bayonet and support portion are rectangular.
6. precast floor according to claim 1, it is characterised in that：The positioning net is made of ABS engineering plastics.
7. a kind of precast floor installation method, which is characterized in that using the assembly as described in claim 1~6 any one
Formula floor is installed, and is included the following steps：
Step 1 has measured the size of toilet, and the substrate needed and positioning net are calculated according to the size of toilet；
Step 2, installation base plate；
Positioning network interface card fixed substrate upper surface will be clamped by step 3, installation positioning net between adjacent positioning net；
Glue for tile is poured into positioning net, is struck off by step 4；
First positioning is connected to positioning net middle part, the second positioning is connected to positioning net four corners by step 5；
Step 6, according to the first positioning card and the second positioning locking position paving brick.
8. a kind of assembled toilet, including precast floor, which is characterized in that the precast floor is claim 1~6
Precast floor described in any one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810461214.7A CN108396934A (en) | 2018-05-15 | 2018-05-15 | Precast floor, precast floor installation method and assembled toilet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810461214.7A CN108396934A (en) | 2018-05-15 | 2018-05-15 | Precast floor, precast floor installation method and assembled toilet |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108396934A true CN108396934A (en) | 2018-08-14 |
Family
ID=63101231
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810461214.7A Pending CN108396934A (en) | 2018-05-15 | 2018-05-15 | Precast floor, precast floor installation method and assembled toilet |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339383A (en) * | 2018-09-25 | 2019-02-15 | 重庆互邦莱装配式建筑工程有限公司 | Splice brick and its installation method |
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| CN203834847U (en) * | 2014-02-24 | 2014-09-17 | 周松桂 | Installation assembly of internal corner decoration sheets |
| CN107859275A (en) * | 2017-09-29 | 2018-03-30 | 浙江未来加电子商务有限公司 | Ground pavement structure based on cross positioning assembly parts |
| CN108005338A (en) * | 2017-11-30 | 2018-05-08 | 浙江亚厦装饰股份有限公司 | Substrate, substrate floor tile composite module and its assemble method |
| CN208310083U (en) * | 2018-05-15 | 2019-01-01 | 重庆互邦莱装配式建筑工程有限公司 | A kind of precast floor |
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2018
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203834847U (en) * | 2014-02-24 | 2014-09-17 | 周松桂 | Installation assembly of internal corner decoration sheets |
| CN107859275A (en) * | 2017-09-29 | 2018-03-30 | 浙江未来加电子商务有限公司 | Ground pavement structure based on cross positioning assembly parts |
| CN108005338A (en) * | 2017-11-30 | 2018-05-08 | 浙江亚厦装饰股份有限公司 | Substrate, substrate floor tile composite module and its assemble method |
| CN208310083U (en) * | 2018-05-15 | 2019-01-01 | 重庆互邦莱装配式建筑工程有限公司 | A kind of precast floor |
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| CN109339383A (en) * | 2018-09-25 | 2019-02-15 | 重庆互邦莱装配式建筑工程有限公司 | Splice brick and its installation method |
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Application publication date: 20180814 |