CN1465830A - Stainless steel floor and method for construction of same - Google Patents
Stainless steel floor and method for construction of same Download PDFInfo
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- CN1465830A CN1465830A CNA021223009A CN02122300A CN1465830A CN 1465830 A CN1465830 A CN 1465830A CN A021223009 A CNA021223009 A CN A021223009A CN 02122300 A CN02122300 A CN 02122300A CN 1465830 A CN1465830 A CN 1465830A
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Abstract
The construction method of stainless steel floor board includes the following steps: on the ground base the supporting component is placed, and the stainless steel board is placed on the supporting component, between the stainless steel board and ground base a hose is inserted, and the filling material can be added by means of said hose, so that the stainless steel board and ground base can be formed into the integrated stainless steel floor board.
Description
Technical field
The present invention relates to construct the stainless steel floor on the basis on floor and the construction method of stainless steel floor.
Background technology
Be required in the building of the factory of existing food or pharmaceuticals or research institute etc., at flooring material under the situation of various performances of mar proof, heat resistance, resistance to chemical reagents, odorless, antibiotic property, water proofing property etc., on this floor, implement and have the japanning of durability, the processing on the floor of painting.
But spended time and labour are not only painted being coated with in this japanning floor, because the service condition on floor is too cruel, the heaving of japanning floor, decortication, crack take place easily, need repair every several years.
Therefore, recently as the surfacing on floor, replace the japanning floor to use stainless steel floor.
But, use as described above under the situation of stainless steel floor, this floor is fluid concrete in advance in the place that is used, the stainless steel floor that will be configured in afterwards on the concrete surface is laid while being welded to each other, promptly paste worker's method by said back and form, stainless steel floor does not have integrated with concrete as the basis.Therefore, the thickness in order to ensure the intensity corrosion resistant plate on floor need be 4～6mm, the problem that exists cost to uprise.
Also have, if under the thick situation of corrosion resistant plate, the position on floor uprises, and has the problem of the switching that hinders door.
Have again,, have the problem of the water proofing property variation on floor because there is boundary in the welding precision of the bonding part of corrosion resistant plate.
The present invention uses for reference the motion that the problems referred to above propose, and its purpose is, providing a kind of can construct and the position on floor does not uprise yet, has the construction method and the stainless steel floor of the stainless steel floor that can guarantee water proofing property fully with low cost.
Summary of the invention
According to the construction method of on the basis, constructing the stainless steel floor of stainless steel floor of the present invention, be a plurality of support chips of configuration on the assigned position on above-mentioned basis, on above-mentioned a plurality of support chips corrosion resistant plate is set, supply makes above-mentioned corrosion resistant plate and basic incorporate material construct corrosion resistant plate in the space of above-mentioned basis and the formation of above-mentioned corrosion resistant plate.
The construction method of above-mentioned corrosion resistant plate is included between the following outer rim and basis of above-mentioned corrosion resistant plate, be provided with prevent that above-mentioned donor material from spilling prevent to spill parts.
Construct the step of above-mentioned corrosion resistant plate, be included in the space that above-mentioned basis and corrosion resistant plate form and dispose supply hose, make, make corrosion resistant plate integrated for above-mentioned space supply filler with the basis from the leading section of the above-mentioned supply hose filler that spues.
Comprise above-mentioned supply hose, form slot part on the assigned position on above-mentioned basis, above-mentioned supply hose inserts above-mentioned slot part, the filler that spues, and best above-mentioned slot part is formed on basic side along near the center line of corrosion resistant plate or its.
The tip that comprises above-mentioned supply hose inserts to the opposing party's on opposite limit from corrosion resistant plate one side's limit, while when loading supply hose is retracted from the opposing party's the avris avris filling filler to this side along slot part.
Have again, according to the construction method of on the basis, constructing the stainless steel floor of stainless steel floor of the present invention, be included on the assigned position in the space that above-mentioned basis and above-mentioned corrosion resistant plate form and be configured to a plurality of cingens bonding agents of proliferation part that prevent, make corrosion resistant plate integrated by bonding agent, comprise and above-mentionedly disposing during support chip with configuration on the basis with a plurality of cingens bonding agents of proliferation part that prevent with the basis.
Also have, under the situation of a plurality of corrosion resistant plates of configuration on the support chip, be preferably in and insert and put the ca(u)lk material between the adjacent corrosion resistant plate.
According to stainless steel floor of the present invention, constitute by support chip, corrosion resistant plate, filler, this support chip is configured on the basis, and this corrosion resistant plate is configured on the above-mentioned support chip, and this filler is clipped in and makes basis and corrosion resistant plate integrated in the space that forms between above-mentioned basis and the corrosion resistant plate.
Above-mentioned stainless steel floor also can replace above-mentioned filler by basic integrated with corrosion resistant plate to prevent that the cingens bonding agent of proliferation part from making.
Also have, comprise that corrosion resistant plate is made of with the concrete that is cast in above-mentioned stainless steel main body inside the stainless steel main body of the case shape of a side face opening.
The present invention as mentioned above because corrosion resistant plate by the stainless steel main body of case shape be cast in its inner concrete and constitute, also can keep very economical as the intensity on floor even the thickness of stainless steel main body is thin.
Also have, on the basis during configuration supply hose supply filler, supply hose is inserted the height that can make stainless steel floor reduce, even under the situation that the height on floor is restricted, also can construct stainless steel floor by groove is set on the basis.
Description of drawings
Fig. 1 is the stereogram of an example of the structure of the expression corrosion resistant plate of constructing stainless steel floor among the present invention.
Fig. 2 is the vertical view on the basis when constructing stainless steel floor among expression the 1st embodiment.
Fig. 3 is a lateral view of loading filler among the 1st embodiment between corrosion resistant plate and basis.
Fig. 4 is the sectional drawing of Fig. 3 along the IV-IV line.
Fig. 5 is the construction vertical view midway of stainless steel floor.
Fig. 6 is the vertical view on the basis when constructing stainless steel floor among expression the 2nd embodiment.
Fig. 7 is a lateral view of loading filler among the 2nd embodiment.
Fig. 8 is the vertical view on the basis when constructing stainless steel floor among expression the 3rd embodiment.
Fig. 9 is the lateral view when injecting bonding agent among the 3rd embodiment in the basis.
Figure 10 is the sectional drawing of the stainless steel floor after the construction among expression the 3rd embodiment.
The specific embodiment
Fig. 1 is the key diagram of an example of the formation of expression corrosion resistant plate of the present invention.In Fig. 1, corrosion resistant plate 1 of the present invention is made of the reinforcing bar 13 of corrosion resistant plate main body 11, concrete 12 and reinforcement usefulness, this corrosion resistant plate main body 11 is a side's of case shape a face opening, this concrete 12 is cast in the inboard of the corrosion resistant plate main body 11 of this case shape, and the reinforcing bar 13 of this reinforcement usefulness is embedded in the inside of concrete 12 in length and breadth.For example thickness 1.5mm, the height 32mm of perisporium 11b of its long limit 3600mm, minor face 1160mm, upper wall 11a and perisporium 11b, side is made as pre-plate-making at factory's fluid concrete 12 in advance within it, is moved into the building site.
Use Fig. 2～Fig. 5 to illustrate that above-mentioned use corrosion resistant plate 1 constructs the 1st embodiment of stainless steel floor method below.
Fig. 2 is the key diagram of the basic side when constructing stainless steel floor, and Fig. 3 is the key diagram of mortar filling, and Fig. 4 is the sectional drawing of Fig. 3 along the IV-IV line, and Fig. 5 is the construction key diagram midway of stainless steel floor.In addition, in the 1st embodiment, as shown in Figure 5, be illustrated in the situation that 3 corrosion resistant plate 1A, 1B, 1C are set on the basis (earth ground does not have the room of flooring) 2 of building site.The length on the long limit of corrosion resistant plate 1A is other 2 corrosion resistant plate 1B, 1C about 2 times, and corrosion resistant plate 1B and corrosion resistant plate 1C are same shape.
Before corrosion resistant plate 1A, 1B, 1C are set, as shown in Figure 2, at first be engaged in corrosion resistant plate 1A, 1B, the 1C that places on this support chip 3 at configuration fixed support sheet 3 on the basis.As this support chip 3, for example use that crab-bolt obtains in the hole, highly can adjust accurately by screw mechanism.
Also have, on basis 2, be equivalent to place corrosion resistant plate 1A, 1B, 1C below to form shape of cross section be the slot part 4 of V word shape or U word shape in the position.This slot part 4 is for example along the center line of corrosion resistant plate 1A, 1B, 1C, and the minor face from this side of corrosion resistant plate one side's minor face towards relative the opposing party forms up to this side of this opposing party's minor face.
Also have, correspondence will be placed the following outer rim of corrosion resistant plate 1A, 1B, 1C, and the periphery setting prevents to spill parts 5 on the basis.In addition, this prevents to spill the periphery setting of parts 5 along the stainless steel floor 10 that will construct, corrosion resistant plate 1A, 1B, 1C each other below outer rim, corrosion resistant plate 1A, 1B, 1C a side short brink below be not provided with on the outer rim.This prevents to spill parts 5, as shown in Figure 4, and for example: constitute by support component 5a that foam styrene is formed elongated flat column and down bonding thereon seal member 5b.
Have again, on the basis, as shown in Figure 5, on a side's that will place corrosion resistant plate 1A, 1B, 1C short brink, be provided for stopping the portion that stops 9 of mortar filling.This stop portion 9 have when on support chip 3, placing corrosion resistant plate 1A, 1B, 1C above the height of height same degree.
Fixed support sheet 3 respectively on 2 the assigned position of basis as mentioned above after groove, the configuration that forms V word shape prevents to spill parts, inserts supply hose 6 from slot part 4 one sides' short brink and makes this flexible pipe front end 6a face the opposing party's short brink.In addition, when inserting this supply hose 6, carry out mortar to 2 corrosion resistant plate 1B, 1C and load under the situation of operation, as shown in Figures 2 and 3, supply hose 6 is run through with spreading all over both sides carry out.By doing like this, can make and load operation to the mortar of 2 corrosion resistant plate 1B, 1C and carry out expeditiously continuously.
Then on each support chip 3, place corrosion resistant plate 1A, 1B, 1C.In corrosion resistant plate 1A, 1B, 1C gap each other, as Fig. 4, shown in Figure 5, the interval that separates regulation sandwiches the support component 7 that is formed by foam styrene etc., is stained with adhesive tape 8 at this above the support component 7 and on corrosion resistant plate 1A, 1B, the 1C.
Then, use pump (omitting diagram) in supply hose 6, to send into mortar (for example mixed material of cement and expansion agent) as filler.This mortar spues from flexible pipe front end 6a, blocks Yi Bian be prevented from spilling parts 5, Yi Bian loaded from corrosion resistant plate the opposing party's short brink.The mortar that spues continuously, by little by little supply hose 6 being retracted along slot part 4, mortar is in turn loaded.In this case,,, see this situation from support component 7 gap each other, retract supply hose 6 and change the filling place successively because this mortar will rise if mortar is loaded fully.
When flexible pipe front end 6a is withdrawn into the portion 9 of blocking, mortar is loaded fully in the inside that this blocks portion 9, stopped the supply of mortar afterwards.Then, wait for the drying of mortar, strip off adhesive tape 8 is removed support component 7, loads the ca(u)lk material removing on the mortar that these support component 7 backs are facing corrosion resistant plate space each other.Finish stainless steel floor 10 of the present invention like this.
As mentioned above, among the present invention, because corrosion resistant plate main body 11 is passed through concrete 12 integrated formation corrosion resistant plate 1A, 1B, 1C, between this corrosion resistant plate 1 and basis 2, load mortar, between corrosion resistant plate main body 11 and basis 2, insert and put concrete 12 and mortar and make it integrated, even the thin thickness of corrosion resistant plate main body 11 also can keep the intensity as the floor fully, therefore, can reduce the stainless use amount of high price, construct stainless steel floor 10 at low cost.
Also have, if, support chip 3 is higher than more than the height of this supply hose 6, among the present invention, owing to, can reduce the height of support chip 3 with in supply hose 6 insertion grooves 4 directly placing under the situation of supply hose 6 filling mortar on the basis 2.Therefore, complement each other, also can reduce the height of stainless steel floor 10 from this point with the above-mentioned advantage of stainless thin thickness that can make.Therefore, as when renovation, even the height on floor is restricted in advance, also can construct stainless steel floor in this restriction, the switching that also can not give cause obstacle.
Also have, Yi Bian load mortar owing to will be inserted into the short brink ground that the supply hose 6 of the opposing party's short brink retracts this side on one side, air is driven out of by the short brink that the short brink from the opposing party is extruded into this side when filling.Therefore, can prevent from really in mortar filling, to produce the cavity, positively guarantee the intensity of stainless steel floor.
Have again, owing to block portion 9 in a side short brink setting, the mortar filling is blocked the height of portion 9 to this, also can fully replenish this constriction even mortar shrinks when solidifying, the state of affairs such as the mortar deficiency takes place in a side's that can positively prevent at corrosion resistant plate 1 short brink.
Also have,, the ca(u)lk material clip placed therebetween owing in corrosion resistant plate 1 space each other, load the ca(u)lk material, take place in the time of can positively preventing in the prior art by solder joints from the leaking of welding portion, improve water proofing property.
In addition, in the above description,, also can carry out, make corrosion resistant plate 1 in the building site to corrosion resistant plate main body 11 fluid concretes 12 in the building site though be to make the corrosion resistant plate 1 of making a plate in factory in advance as pre-.
Also have, though corrosion resistant plate main body 11 is made case shape portion's fluid concrete 12 formation corrosion resistant plates 1 within it, also can the corrosion resistant plate main body 11 of flat condition is own as corrosion resistant plate 1, the corrosion resistant plate that makes this flat condition is directly by mortar and basic integrated formation.
Also have,, also can make other shapes and for example form concavity though the shape of cross section of slot part 4 is made V word shape.
Have again,, also can under the state that corrosion resistant plate 1 is placed on support chip 3, form and prevent to spill parts 5 though before being placed on corrosion resistant plate 1 on the support chip 3, forming and prevent to spill parts 5.
Also have, though load mortar from the opposing party's of corrosion resistant plate 1 short brink successively to this side's short brink, size that also can corresponding corrosion resistant plate 1 is for example loaded to this side's long side from the opposing party's long side.
Also have, though prevent to spill parts 5 along the periphery setting of the stainless steel floor 10 that will construct, corrosion resistant plate 1A, 1B, 1C each other below outer rim be not provided with, also can corrosion resistant plate 1A, 1B, 1C each other below the outer rim setting, in each corrosion resistant plate, load mortar respectively.
Below, utilize Fig. 6 and Fig. 7 that the 2nd embodiment of the present invention is described.
Fig. 6 is the key diagram on the basis when constructing stainless steel floor among the 2nd embodiment, the key diagram of Fig. 7 mortar filling.In the 2nd embodiment, omit this explanation for paying same symbol with the same inscape of above-mentioned the 1st embodiment.
In the 2nd embodiment, correspondence will be placed the following outer rim of corrosion resistant plate 1A, 1B, 1C, prevents to spill parts 5 in basic 2 periphery settings.This prevents to spill parts 5, along being provided with in full week of the stainless steel floor 10 that will construct, corrosion resistant plate 1A, 1B, 1C each other below outer rim be not provided with.And, prevent that what be provided with in full week spilling the interval that separates regulation on the parts 5 is provided with peristome 51, make the flexible pipe front end 6a of the nozzle-like of supply hose 6 face corrosion resistant plate 1A, 1B, 1C gap or the below from peristome 51 to corrosion resistant plate 1A, 1B, 1C each other, mortar in this state spues.Between basis 2 and corrosion resistant plate 1A, 1B, 1C, load mortar by such spuing.In this case,,, see this situation, change the position of flexible pipe front end 6a, change successively and load the place because this mortar can rise from corrosion resistant plate 1A, 1B, 1C gap each other if mortar is loaded fully.
Like this, in the 2nd embodiment, since with the situation of above-mentioned the 1st embodiment similarly, make corrosion resistant plate 1A, 1B, 1C integrated, even the thin thickness of corrosion resistant plate also can keep intensity with basic 2, therefore, can reduce the stainless steel of high price, construct stainless steel floor at low cost, also have owing to load the ca(u)lk material each other at corrosion resistant plate 1A, 1B, 1C, can positively prevent from the prior art to improve water proofing property from the leaking of welding portion.
Also have, only make flexible pipe front end 6a face corrosion resistant plate 1A, 1B, 1C gap or peristome 51 each other, the integral body that will not have the supply hose 6 of thickness is put into the below of corrosion resistant plate 1A, 1B, 1C, therefore, with the situation of above-mentioned the 1st embodiment similarly, can keep the low height of support chip 3 and reduce the height of stainless steel floor 10.
Also have and since only with flexible pipe front end 6a from corrosion resistant plate 1A, 1B, 1C each other the gap or be arranged on the peristome 51 that prevents to spill on the parts 5 and just put into and can realize, can carry out constructing of stainless steel floor more simply.
Also have, owing to peristome 51 is set aptly preventing to spill on the parts 5, between corrosion resistant plate 1A, 1B, 1C and basis 2, can be fully corrosion resistant plate 1A, 1B, 1C each other gap (seam) or the periphery beyond these on load mortar, therefore, with the situation of the 1st embodiment similarly, can prevent from really in mortar filling, to produce the cavity, positively guarantee the intensity of stainless steel floor.
Below, utilize Fig. 8, Fig. 9 and Figure 10 that the 3rd embodiment of the present invention is described.
Fig. 8 is the key diagram of the basic side when constructing stainless steel floor among the 3rd embodiment, and Fig. 9 is the key diagram that injects bonding agent, and Figure 10 is the longitudinal plan of the stainless steel floor after the expression construction.In the 3rd embodiment, omit this explanation for paying same symbol with the same inscape of above-mentioned the 1st embodiment.
In the 3rd embodiment, before corrosion resistant plate 1A, 1B, 1C are set, on basis 2, as shown in Figure 8, support chip 31 are set are engaged in corrosion resistant plate 1A, 1B, the 1C that places on this support chip 31.
Also have, on basis 2, be provided with aptly by what the ring-type sponge was made and prevent proliferation part 52, prevent the inside of proliferation part 52, as shown in Figure 9, inject bonding agent and load at this.In addition, the height that prevents proliferation part 52 perisporiums is made the height that is higher than support chip 31, make this inside that prevents proliferation part 52 load bonding agent 53 with being full of.
Then, on the support chip 31 of configuration on the basis 2, place corrosion resistant plate 1A, 1B, 1C.In view of the above, corrosion resistant plate 1A, 1B, 1C keep certain height ground supported by support chip 31 with respect to basis 2.Also have, prevent that proliferation part 52 and bonding agent 53 are extruded distortion by corrosion resistant plate 1A, 1B, 1C and collapse under pressure to the height of support chip 31 always from above.At this moment, bonding agent 53 is to the horizontal direction diffusion, and this diffuses through and prevents that proliferation part 52 is blocked.Afterwards, as shown in figure 10, prevent that proliferation part 52 and bonding agent 53 from solidifying with the state of internal diameter diffusion in the horizontal direction, corrosion resistant plate 1A, 1B, 1C are fixed on this position by this bonding agent 53 and basis 2 are integrated., in corrosion resistant plate each other space load ca(u)lk material, finish stainless steel floor thereafter.
Like this, in the 3rd embodiment, since with the situation of above-mentioned the 1st embodiment similarly, make corrosion resistant plate 1A, 1B, 1C integrated, even the thin thickness of corrosion resistant plate also can keep intensity with basic 2, therefore, can reduce the stainless steel of high price, construct stainless steel floor at low cost, also have owing to load the ca(u)lk material each other at corrosion resistant plate 1A, 1B, 1C, can positively prevent from the prior art to improve water proofing property from the leaking of welding portion.
Also have, because with preventing proliferation part 52 placement of adhesives 53, the face that only corrosion resistant plate 1A, 1B, 1C is placed on it just is fixed on the basis 2 integratedly, needn't load mortar, therefore, can further carry out constructing of stainless steel floor simply.
Also have, will supply hose 6 or flexible pipe front end 6a insert or face corrosion resistant plate 1A, 1B, 1C below, therefore, promptly the height of support chip 31 can be reduced fully, can further reduce the height of stainless steel floor again.
Since the present invention by above-mentioned constitute form, can play the effect of following explanation.
At first, in the invention, make it integrated owing between corrosion resistant plate and basis, insert and put filler, even the thin thickness of corrosion resistant plate also can keep the intensity as the floor fully, therefore, can reduce the stainless steel of high price, construct stainless steel floor at low cost.
Also have, load filler, support chip need be higher than more than the height of supply hose,, can reduce the height of support chip owing to make the structure of in slot part, inserting supply hose if on the basis, directly place supply hose.Therefore, also can reduce the height of stainless steel floor from this point, during as renovation, even the height on floor is restricted in advance, also can in this restriction, construct stainless steel floor, the switching that also can not give cause obstacle.
Also have, while owing to will be inserted into the supply hose of the opposing party's avris on one side and retract to this side's avris and load filler, when filling, air is driven out of by the short brink that the short brink from the opposing party is extruded into this side.Therefore, can prevent from really in mortar filling, to produce the cavity, positively guarantee the intensity of stainless steel floor.
Also have,, the ca(u)lk material clip placed therebetween owing in corrosion resistant plate space each other, load the ca(u)lk material, take place in the time of can positively preventing in the prior art by solder joints from the leaking of welding portion, improve water proofing property.
Owing to make corrosion resistant plate integrated with the basis, even the thin thickness of corrosion resistant plate also can keep intensity, therefore, can reduce the stainless steel of high price, construct stainless steel floor at low cost.
Also have, only make the flexible pipe front end face the below of corrosion resistant plate, the integral body that will not have the supply hose of thickness is put into the below of corrosion resistant plate, therefore, can keep the low height of support chip 3 and reduces the height of stainless steel floor.
Also have,, can carry out constructing of stainless steel floor more simply because the below that only makes the flexible pipe front end face corrosion resistant plate just can be carried out.
Have again, owing to peristome is set aptly preventing to spill on the parts, between corrosion resistant plate and basis, on corrosion resistant plate gap (seam) or the periphery beyond these each other, can load mortar fully, therefore, can prevent from really in mortar filling, to produce the cavity, positively guarantee the intensity of stainless steel floor.
Owing to make corrosion resistant plate integrated with the basis, even the thin thickness of corrosion resistant plate also can keep intensity, therefore, can reduce the stainless steel of high price, construct stainless steel floor at low cost.
Also have, because with preventing the proliferation part placement of adhesives, the face that only corrosion resistant plate is placed on it just is fixed on the basis integratedly, needn't load mortar, therefore, can further carry out constructing of stainless steel floor simply.
Also have, above-mentioned situation will supply hose or the flexible pipe front end insert or face the corrosion resistant plate below, therefore, promptly the height of support chip can be reduced fully, can further reduce the height of stainless steel floor again.
Claims (17)
1. construction method of on the basis, constructing the stainless steel floor of stainless steel floor, it is characterized in that, the a plurality of support chips of configuration on the assigned position on above-mentioned basis, on above-mentioned a plurality of support chips, corrosion resistant plate is set, makes above-mentioned corrosion resistant plate and basic incorporate material construct corrosion resistant plate by supply in the space of above-mentioned basis and the formation of above-mentioned corrosion resistant plate.
2. the construction method of stainless steel floor as claimed in claim 1 is characterized in that, below above-mentioned corrosion resistant plate between outer rim and the basis, be provided with prevent that above-mentioned donor material from spilling prevent to spill parts.
3. the construction method of stainless steel floor as claimed in claim 1 or 2, it is characterized in that, construct the step of above-mentioned corrosion resistant plate, be in the space of above-mentioned basis and corrosion resistant plate formation, to dispose supply hose, make the filler that spues from the end of above-mentioned supply hose, make corrosion resistant plate integrated for above-mentioned space supply filler with the basis.
4. the construction method of stainless steel floor as claimed in claim 3 is characterized in that, forms slot part on the assigned position on above-mentioned basis, and above-mentioned supply hose inserts the above-mentioned slot part filler that spues.
5. the construction method of stainless steel floor as claimed in claim 4 is characterized in that, above-mentioned slot part is formed on basic side along near the center line of corrosion resistant plate or its.
6. the construction method of stainless steel floor as claimed in claim 4, it is characterized in that, its tip of above-mentioned supply hose inserts on the limit to the opposing party on opposite from corrosion resistant plate one side's limit, while when loading supply hose is retracted from the opposing party's the avris avris filling filler to a side along slot part.
7. the construction method of stainless steel floor as claimed in claim 1, it is characterized in that, on the assigned position in the space that above-mentioned basis and above-mentioned corrosion resistant plate form, be configured to a plurality of cingens bonding agents of proliferation part that prevent, make corrosion resistant plate integrated with the basis by bonding agent.
8. the construction method of stainless steel floor as claimed in claim 7 is characterized in that, the above-mentioned proliferation part that prevents is made of the sponge of ring-type.
9. as the construction method of claim 5 or 7 or 8 described stainless steel floors, it is characterized in that configuration is above-mentioned with a plurality of cingens bonding agents of proliferation part that prevent during a plurality of support chip of configuration on the basis.
10. the construction method of stainless steel floor as claimed in claim 1, it is characterized in that the above-mentioned corrosion resistant plate that is placed on a plurality of support chips is made of the stainless steel main body of the case shape of a side face opening and the concrete that is cast in the stainless steel main body inside of above-mentioned case shape.
11. the construction method as claim 1 or 10 described stainless steel floors is characterized in that, the corrosion resistant plate that is placed on above-mentioned a plurality of support chip is a plurality of.
12. the construction method of stainless steel floor as claimed in claim 11 is characterized in that, inserts and puts the ca(u)lk material between adjacent corrosion resistant plate.
13. stainless steel floor, it is characterized in that, by a plurality of support chips, corrosion resistant plate with make corrosion resistant plate and basic incorporate material constitutes, these a plurality of support chips are configured on the basis, this corrosion resistant plate is configured on above-mentioned a plurality of support chip, and this material is clipped in the space that forms between above-mentioned basis and the corrosion resistant plate.
14. stainless steel floor as claimed in claim 13 is characterized in that, the above-mentioned corrosion resistant plate that is placed on a plurality of support chips is made of the stainless steel main body of the case shape of a side face opening and the concrete that is cast in the stainless steel main body inside of above-mentioned case shape.
15. stainless steel floor as claimed in claim 13 is characterized in that, the above-mentioned filler that basis and the incorporate material of corrosion resistant plate are supplied for the supply hose from be configured in the space that forms between above-mentioned basis and the above-mentioned corrosion resistant plate.
16. stainless steel floor as claimed in claim 13 is characterized in that, above-mentioned basis and the incorporate material of corrosion resistant plate of making is to prevent the cingens bonding agent of proliferation part.
17. stainless steel floor as claimed in claim 15 is characterized in that, above-mentioned basis has the groove that supply hose inserts.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000375175A JP3545700B2 (en) | 2000-12-08 | 2000-12-08 | Stainless steel floor construction method and stainless steel floor |
| US10/163,513 US6745528B2 (en) | 2000-12-08 | 2002-06-07 | Stainless-steel floor and method of constructing the stainless-steel floor |
| CNA021223009A CN1465830A (en) | 2002-06-07 | 2002-06-07 | Stainless steel floor and method for construction of same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA021223009A CN1465830A (en) | 2002-06-07 | 2002-06-07 | Stainless steel floor and method for construction of same |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1465830A true CN1465830A (en) | 2004-01-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA021223009A Pending CN1465830A (en) | 2000-12-08 | 2002-06-07 | Stainless steel floor and method for construction of same |
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| Country | Link |
|---|---|
| CN (1) | CN1465830A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736884A (en) * | 2009-12-29 | 2010-06-16 | 青岛安装建设股份有限公司 | Fixing method of thin steel plate ground |
| CN101929238A (en) * | 2010-08-17 | 2010-12-29 | 中国化学工业桂林工程有限公司 | Construction method of steel-sandwich floor and steel-sandwich floor |
| CN114108995A (en) * | 2020-08-26 | 2022-03-01 | 江苏鑫达建设工程有限公司 | High-flatness stainless steel ground construction process |
-
2002
- 2002-06-07 CN CNA021223009A patent/CN1465830A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736884A (en) * | 2009-12-29 | 2010-06-16 | 青岛安装建设股份有限公司 | Fixing method of thin steel plate ground |
| CN101929238A (en) * | 2010-08-17 | 2010-12-29 | 中国化学工业桂林工程有限公司 | Construction method of steel-sandwich floor and steel-sandwich floor |
| CN114108995A (en) * | 2020-08-26 | 2022-03-01 | 江苏鑫达建设工程有限公司 | High-flatness stainless steel ground construction process |
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