CN207160362U - Floor support plate and floor system - Google Patents
Floor support plate and floor system Download PDFInfo
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- CN207160362U CN207160362U CN201721183326.8U CN201721183326U CN207160362U CN 207160362 U CN207160362 U CN 207160362U CN 201721183326 U CN201721183326 U CN 201721183326U CN 207160362 U CN207160362 U CN 207160362U
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Abstract
Construction engineering technical field is the utility model is related to, more particularly, to a kind of floor support plate and floor system.Floor support plate includes counterdie steel plate and at least two groups of steel bar girders, is provided with more ribs of slab on counterdie steel plain, at least provided with two Access Divisions on rib of slab；Every group of steel bar girder is formed by three reinforcing bars with web member reinforcement welding, three reinforcing bars form the space truss of space triangular construction, wherein one is the reinforcing bar that winds up, two are lower edge reinforcing bar, wind up reinforcing bar and lower edge reinforcing bar is connected with web member reinforcing bar, and the bottom of web member reinforcing bar is bent into the branch muscle being in contact with counterdie steel plate；The bottom of counterdie steel plate is provided with warming plate, and warming plate is internally provided with the web of indention, heat-preservation cotton is additionally provided with inside warming plate；Multiple insulation holes are set inside heat-preservation cotton, and insulation is filled with styrofoam inside hole.Floor system includes above-mentioned floor support plate.The utility model solves the problems, such as floor support plate heat insulation effect difference present in prior art.
Description
Technical field
Construction engineering technical field is the utility model is related to, more particularly, to a kind of floor support plate and floor system.
Background technology
Steel bar truss floor support plate and steel bar girder superimposed sheet are widely used in building field, wherein steel bar truss floor support plate by
The template and steel bar girder two parts of bottom are welded, and concrete is poured on floor system just into steel bar girder superimposed sheet；Its
In, reinforcement bar truss mould plate is conventional building element, can be used in the construction stage as the lateral support of girder steel；Using rank
Section, reinforcement bar truss mould plate and concrete collective effect, bear working load；Using reinforcement bar truss mould plate as concrete floor
Plate, formwork, the process and expense of form removal can be saved, suitable for multi and tall steel building building.
The steel bar girder of floor system is and the connection top-bottom chord by the reinforcing bar that winds up, lower edge reinforcing bar in the prior art
Three kinds of reinforcement weldings of web member form；Counterdie steel plate is using galvanized steel plain sheet through roll-forming, and steel bar truss welding is on counterdie steel plate；
Meet the requirement of bearing capacity of floor slab and deformation.But in the prior art, floor support plate heat insulation effect is poor, is unfavorable for building energy conservation.
The information for being disclosed in the background section is merely intended to deepen the reason to general background technology of the present utility model
Solution, and be not construed as recognizing or imply known to those skilled in the art existing of the information structure in any form
Technology.
Utility model content
The purpose of this utility model is to provide a kind of floor support plate solve the insulation effect of floor support plate present in prior art
The problem of fruit difference.
Floor support plate provided by the utility model, including：Counterdie steel plate and at least two groups of steel bar girders, the counterdie steel plate are put down
More ribs of slab are provided with face, at least provided with two Access Divisions on the rib of slab；Steel bar girder described in every group by three reinforcing bars with
Web member reinforcement welding forms, and three reinforcing bars form the space truss of space triangular construction, wherein one is the reinforcing bar that winds up, two are
Lower edge reinforcing bar, it is described to wind up reinforcing bar and the lower edge reinforcing bar is connected with the web member reinforcing bar, and the bottom of the web member reinforcing bar
It is bent into the branch muscle being in contact with the counterdie steel plate；And the both ends of steel bar girder are also respectively provided with end-blocking steel described in every group
Muscle；The branch muscle of the steel bar girder bottom is connected with the Access Division on the rib of slab by the form to press；
The bottom of the counterdie steel plate is provided with warming plate, and the warming plate is internally provided with the web of indention, institute
State and heat-preservation cotton is additionally provided with inside warming plate；Multiple insulation holes are set inside the heat-preservation cotton, are filled with inside the insulation hole
Styrofoam.
In any of the above-described technical scheme, further, the outer surface of the warming plate is provided with reflectance coating, the reflection
Film is locked in the warming plate outer surface by fastener.
In any of the above-described technical scheme, further, the inside of the warming plate is additionally provided with evacuated panel, the vacuum
Plate is in contact with heat-preservation cotton.
In any of the above-described technical scheme, further, the outer surface of the warming plate is provided with heat-insulation layer, the insulation
Layer is internal to have poured foam cement layer.
In any of the above-described technical scheme, further, more ribs of slab, the plate are provided with the counterdie steel plain
At least provided with two Access Divisions on rib；The both sides of the counterdie steel plate are respectively arranged with public overlap joint mouth and overlap mouth with the public affairs
The female overlap joint mouth being engaged, the public overlap joint mouth is two-fold edge lap mouth.
In any of the above-described technical scheme, further, between the surface of the counterdie steel plate, every two ribs of slab
It is respectively provided with multiple reinforcements.
In any of the above-described technical scheme, further, the reinforcement includes the first reinforcement and the second reinforcement；
First reinforcement is obliquely installed, and the angle of the first reinforcement and the rib of slab is spent in 30 degree -60；It is described
The angle of second reinforcement and the rib of slab is in 90 degree.
In any of the above-described technical scheme, further, the material of the counterdie steel plate is galvanized steel plain sheet, color steel, aluminium,
Copper or stainless steel.
It is further, described to wind up reinforcing bar and/or lower edge steel bar meter has external screw thread in any of the above-described technical scheme.
Second purpose of the present utility model is to provide a kind of floor system solve floor support plate insulation effect in the prior art
The problem of fruit difference.
Floor system provided by the utility model, including：Floor support plate described above.
Relative to prior art, floor support plate and floor system provided by the utility model have following advantage：
Floor support plate provided by the utility model, including：Counterdie steel plate and at least two groups of steel bar girders, on counterdie steel plain
More ribs of slab are provided with, at least provided with two Access Divisions on rib of slab；Every group of steel bar girder is by three reinforcing bars and web member reinforcement welding
Forming, three reinforcing bars form the space truss of space triangular construction, wherein one is the reinforcing bar that winds up, two are lower edge reinforcing bar, on
String reinforcing bar and lower edge reinforcing bar are connected with web member reinforcing bar, and the bottom of web member reinforcing bar is bent into the branch being in contact with counterdie steel plate
Muscle；And the both ends of every group of steel bar girder are also respectively provided with end-blocking reinforcing bar；The branch muscle of steel bar girder bottom and the clamping on rib of slab
Portion is connected by the form to press；The bottom of counterdie steel plate is provided with warming plate, and warming plate is internally provided with the abdomen of indention
Plate, heat-preservation cotton is additionally provided with inside warming plate；Multiple insulation holes are set inside heat-preservation cotton, and insulation is filled with styrofoam inside hole.
By the setting of warming plate, the heat-insulating property of floor support plate can be improved, by setting multiple insulation holes on warming plate, be incubated hole
Interior filling styrofoam, the better heat preservation of floor support plate can be made.Simultaneously because the setting of steel bar girder, Access Division is by pressing
Form connection, moreover it is possible to avoid due to welding and puncture counterdie steel plate and the problem of welding is easily got rusty, moreover it is possible to make floor system
It is more attractive in appearance.
Floor system provided by the utility model, including above-mentioned floor support plate.Due to the setting of floor support plate, so flooring body
All advantages of the system with above-mentioned floor support plate, using the teaching of the invention it is possible to provide the heat insulation effect of floor support plate, and snapping is easy, mortar leakage prevention；Together
When again due to the setting of steel bar girder, Access Division is connected by the form to press, moreover it is possible to avoids puncturing counterdie steel due to welding
The problem of plate and welding are easily got rusty, moreover it is possible to make floor system more attractive in appearance.
Brief description of the drawings
, below will be right in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
The required accompanying drawing used is briefly described in embodiment or description of the prior art, it should be apparent that, describe below
In accompanying drawing be some embodiments of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structural representation for the floor support plate that the utility model embodiment provides；
Fig. 2 is the front view of the counterdie steel plate for the floor support plate that the utility model embodiment provides；
Fig. 3 is the partial enlarged drawing of the public overlap joint mouth for the floor support plate that the utility model embodiment provides；
Fig. 4 is the partial enlarged drawing for the floor support plate that the utility model embodiment provides.
Icon：
100- steel bar girders；101- winds up reinforcing bar；102- web member reinforcing bars；1021- branch muscle；103- lower edge reinforcing bars；104- is sealed
End bar；
200- counterdie steel plates；The public overlap joint mouths of 201-；The female overlap joint mouths of 202-；203- ribs of slab；2031- Access Divisions；204- second
Reinforcement；The reinforcements of 205- first；300- warming plates.
Embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described
Embodiment is the utility model part of the embodiment, rather than whole embodiments.Based on the embodiment in the utility model, sheet
The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality
Novel protected scope.
, it is necessary to explanation in description of the present utility model, term " " center ", " on ", " under ", it is "left", "right", " perpendicular
Directly ", the orientation of the instruction such as " level ", " interior ", " outer " or position relationship are based on orientation shown in the drawings or position relationship, are only
Described for the ease of description the utility model and simplifying, rather than instruction or imply signified device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.In addition, term " the
One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that instruction or hint relative importance.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
The utility model is described in further detail below by specific examples of the implementation and with reference to accompanying drawing.
Floor support plate provided by the utility model, including：Counterdie steel plate and at least two groups of steel bar girders, the counterdie steel plate are put down
More ribs of slab are provided with face, at least provided with two Access Divisions on the rib of slab；Steel bar girder described in every group by three reinforcing bars with
Web member reinforcement welding forms, and three reinforcing bars form the space truss of space triangular construction, wherein one is the reinforcing bar that winds up, two are
Lower edge reinforcing bar, it is described to wind up reinforcing bar and the lower edge reinforcing bar is connected with the web member reinforcing bar, and the bottom of the web member reinforcing bar
It is bent into the branch muscle being in contact with the counterdie steel plate；And the both ends of steel bar girder are also respectively provided with end-blocking steel described in every group
Muscle；The bottom of the counterdie steel plate is provided with warming plate, and the warming plate is internally provided with the web of indention, the insulation
Intralamellar part is additionally provided with heat-preservation cotton；Multiple insulation holes are set inside the heat-preservation cotton, styrofoam is filled with inside the insulation hole.
By the setting of warming plate, the heat-insulating property of floor support plate can be improved, by setting multiple insulation holes on warming plate, be incubated hole
Interior filling styrofoam, the better heat preservation of floor support plate can be made.Simultaneously because the setting of steel bar girder, Access Division is by pressing
Form connection, moreover it is possible to avoid due to welding and puncture counterdie steel plate and the problem of welding is easily got rusty, moreover it is possible to make floor system
It is more attractive in appearance.
Embodiment one
Fig. 1 is the structural representation for the floor support plate that the utility model embodiment provides；Fig. 2 carries for the utility model embodiment
The front view of the counterdie steel plate of the floor support plate of confession；Fig. 3 is the office of the public overlap joint mouth for the floor support plate that the utility model embodiment provides
Portion's enlarged drawing；Fig. 4 is the partial enlarged drawing for the floor support plate that the utility model embodiment provides.
As Figure 1-4, the present embodiment provides a kind of floor support plate, including counterdie steel plate 200 and at least two groups of steel bar girders
100, more ribs of slab 203 are provided with the plane of counterdie steel plate 200, at least provided with two Access Divisions 2031 on rib of slab 203；Every group of steel
Muscle truss 100 is welded by three reinforcing bars with web member reinforcing bar 102, and three reinforcing bars form the space truss of space triangular construction,
Wherein one to wind up reinforcing bar 101, two are lower edge reinforcing bar 103, wind up reinforcing bar 101 and lower edge reinforcing bar 103 with web member reinforcing bar
102 are connected, and the bottom of web member reinforcing bar 102 is bent into the branch muscle 1021 being in contact with counterdie steel plate 200；And every group of steel bar girder
100 both ends are also respectively provided with end-blocking reinforcing bar 104；The bottom of counterdie steel plate 200 is provided with warming plate 300, in warming plate 300
Portion is provided with the web of indention, and heat-preservation cotton is additionally provided with inside warming plate 300；Multiple insulation holes are set inside heat-preservation cotton,
Insulation is filled with styrofoam inside hole.
Specifically, the outer surface of warming plate 300 is provided with reflectance coating, reflectance coating is locked in warming plate 300 by fastener
Outer surface；After heat is transferred to reflecting surface in the form of radiation, due to the effect of reflectance coating so that the amplitude drop of heat radiation
Low, quiet heat radiation and the heat that transmits substantially slow down, and heat transfer is further reduced, further increase heat-insulating property.
Further, the inside of warming plate 300 is additionally provided with evacuated panel, and evacuated panel is in contact with heat-preservation cotton；Can more it enter
One step plays a part of insulation.
Preferably, the outer surface of warming plate 300 is provided with heat-insulation layer, and foam cement layer has been poured inside heat-insulation layer；Foaming
Cement is that foaming agent is mechanically fully foamed by the foamed system of foaming machine, and foam is uniformly mixed with cement mortar
Close, then carry out cast-in-place construction by the pumping system of foaming machine or mould molding, the one kind formed through natural curing contain
It belongs to air bubble-shaped heat-insulating material to the novel light insulation material of a large amount of sealed porositys, and outstanding feature is formed in inside concrete
The foam hole of closing, makes concrete light and thermal insulation separation thermalization.
It should be noted that web indention, can play a part of support to warming plate 300, avoid warming plate 300
Deformation.
In the present embodiment alternative, more ribs of slab 203 are provided with the plane of counterdie steel plate 200, are at least set on rib of slab 203
Put two Access Divisions 2031；The both sides of counterdie steel plate 200 are respectively arranged with public overlap joint mouth 201 and matched with public affairs overlap joint mouth 201
Female overlap joint mouth 202 of conjunction, public affairs overlap joint mouth 201 is two-fold edge lap mouth；Wherein, the inner side of public overlap joint mouth 201 is provided with sealant,
Sealing function is not only acted as after two blocks of counterdie steel plates 200 overlap, moreover it is possible to avoids male overlap joint mouth 201 from being overlapped with mother's overlap joint mouth 202
Untight problem.
Specifically, it is respectively provided with multiple reinforcements between the surface of counterdie steel plate 200, every two ribs of slab 203.
Further, reinforcement includes the first reinforcement 205 and the second reinforcement 204；First reinforcement 205 is tilted and set
Put, and the angle of the first reinforcement 205 and rib of slab 203 is spent in 30 degree -60；The angle of second reinforcement 204 and rib of slab 203 is in
90 degree.
Preferably, wind up reinforcing bar 101 or lower edge reinforcing bar 103 is machined with external screw thread；Therefore reinforcing bar binding work amount reduces 60
~70%, while scaffold need not be set up, improve integral construction speed；And the snap-in force between external screw thread and concrete is very
By force, the firm performance of structure is greatly improved.
Or wind up reinforcing bar 101 and lower edge reinforcing bar 103 is machined with external screw thread；Therefore reinforcing bar binding work amount reduces 60
~70%, while scaffold need not be set up, improve integral construction speed；And the snap-in force between external screw thread and concrete is strong,
Steel plate bed die 203 stressed effects of rib of slab are good, and caking ability is high after construction, and weight bearing power is bigger, and structure is more firm.
It should be noted that end-blocking reinforcing bar 104 takes the shape of the letter U, its U-shaped mouth is stuck in downwards under two of the termination of steel bar girder 100
The outside of string reinforcing bar 103, and it is integrally welded therewith.
It should also be noted that, the material of counterdie steel plate 200 is galvanized steel plain sheet, color steel, aluminium, copper or stainless steel.
It should also be noted that, when the material of counterdie steel plate 200 is galvanized steel plain sheet, i.e. the top layer of steel plate is coated with zinc layers, i.e.,
The top layer of steel plate is coated with zinc layers, and the wherein content of zinc is 120 g/m2-275g/m2；The surface of zinc layers can also be according to demand simultaneously
Addition can show different colors, therefore effect attractive in appearance is good with coloured coating in terms of the bottom of counterdie steel plate 200.
It should also be noted that, the thickness of counterdie steel plate 200 is between 0.2mm-0.3mm；Due to counterdie steel plate 200 compared with
It is thin, dead load can be mitigated, three-dimensional can construct, substantially reduce duration and more economical reasonable；And steel are also saved,
With more economic advantages.
To the floor support plate of the present utility model being described in detail as can be seen that the present embodiment provides, including counterdie with reference to more than
Steel plate 200 and at least two groups of steel bar girders 100, are provided with more ribs of slab 203 in the plane of counterdie steel plate 200, on rib of slab 203 at least
Two Access Divisions 2031 are set；Every group of steel bar girder 100 is welded by three reinforcing bars with web member reinforcing bar 102, three reinforcing bar shapes
Into the space truss of space triangular construction, wherein one is the reinforcing bar 101 that winds up, two are lower edge reinforcing bar 103, and wind up reinforcing bar 101
It is connected with lower edge reinforcing bar 103 with web member reinforcing bar 102, and the bottom of web member reinforcing bar 102 is bent into and is in contact with counterdie steel plate 200
Branch muscle 1021；And the both ends of every group of steel bar girder 100 are also respectively provided with end-blocking reinforcing bar 104；The branch of the bottom of steel bar girder 100
Muscle 1021 is connected with the Access Division 2031 on rib of slab 203 by the form to press；The bottom of counterdie steel plate 200 is provided with warming plate
300, warming plate 300 is internally provided with the web of indention, and heat-preservation cotton is additionally provided with inside warming plate 300；Inside heat-preservation cotton
Multiple insulation holes are set, and insulation is filled with styrofoam inside hole.By the setting of warming plate 300, the guarantor that floor support plate can be improved
Warm nature energy, by setting multiple insulation holes on warming plate 300, it is incubated in hole and fills styrofoam, the insulation of floor support plate can be made
Effect is more preferable.Simultaneously because the setting of steel bar girder 100, Access Division 2031 is connected by the form to press, moreover it is possible to avoid due to
Weld and puncture counterdie steel plate 200 and weld the problem of easily getting rusty, moreover it is possible to make floor system more attractive in appearance.Again because public affairs overlap
Mouth 201 is arranged to two-fold edge lap mouth, and it can strengthen the edges of boards intensity of counterdie steel plate 200, in transport and construction, counterdie
The edge of steel plate 200 is not easy flexural deformation；Also ensure that product edge is straight, the snapping of counterdie steel plate 200 is easier；It can also improve
Counterdie steel plate 200 overlaps compactness, effective mortar leakage prevention；Construction quality is improved, ensures the benefit of client.Embodiment two
The present embodiment provides a kind of floor system, including above-mentioned floor support plate.
The floor system that the present embodiment provides, including above-mentioned floor support plate.Due to the setting of floor support plate, so floor system
All advantages with above-mentioned floor support plate, using the teaching of the invention it is possible to provide the heat insulation effect of floor support plate, and snapping is easy, mortar leakage prevention；Simultaneously
Again because the setting of steel bar girder 100, Access Division 2031 are connected by the form to press, moreover it is possible to avoid puncturing bottom due to welding
The problem of film steel plate 200 and welding are easily got rusty, moreover it is possible to make floor system more attractive in appearance.
Finally it should be noted that：Various embodiments above is only to illustrate the technical solution of the utility model, rather than it is limited
System；Although the utility model is described in detail with reference to foregoing embodiments, one of ordinary skill in the art should
Understand：It can still modify to the technical scheme described in foregoing embodiments, either to which part or whole
Technical characteristic carries out equivalent substitution；And these modifications or replacement, the essence of appropriate technical solution is departed from this practicality newly
The scope of each embodiment technical scheme of type.
Claims (10)
- A kind of 1. floor support plate, it is characterised in that including：Counterdie steel plate and at least two groups of steel bar girders, the counterdie steel plain On be provided with more ribs of slab, at least provided with two Access Divisions on the rib of slab；Steel bar girder described in every group is by three reinforcing bars and abdomen Bar reinforcement welding forms, and three reinforcing bars form the space truss of space triangular construction, wherein one is the reinforcing bar that winds up, under two are String reinforcing bar, it is described to wind up reinforcing bar and the lower edge reinforcing bar is connected with the web member reinforcing bar, and the bottom of the web member reinforcing bar is curved It is converted into the branch muscle being in contact with the counterdie steel plate；And the both ends of steel bar girder are also respectively provided with end-blocking reinforcing bar described in every group； The branch muscle of the steel bar girder bottom is connected with the Access Division on the rib of slab by the form to press；The bottom of the counterdie steel plate is provided with warming plate, and the warming plate is internally provided with the web of indention, the guarantor Warm intralamellar part is additionally provided with heat-preservation cotton；Multiple insulation holes are set inside the heat-preservation cotton, polyphenyl is filled with inside the insulation hole Plate.
- 2. floor support plate according to claim 1, it is characterised in that the outer surface of the warming plate is provided with reflectance coating, institute State reflectance coating and the warming plate outer surface is locked in by fastener.
- 3. floor support plate according to claim 1, it is characterised in that the inside of the warming plate is additionally provided with evacuated panel, institute Evacuated panel is stated to be in contact with heat-preservation cotton.
- 4. floor support plate according to claim 1, it is characterised in that the outer surface of the warming plate is provided with heat-insulation layer, institute State and foam cement layer has been poured inside heat-insulation layer.
- 5. floor support plate according to claim 1, it is characterised in that more ribs of slab are provided with the counterdie steel plain, At least provided with two Access Divisions on the rib of slab；The both sides of the counterdie steel plate be respectively arranged with public overlap joint mouth and with the public affairs Female overlap joint mouth that overlap joint mouth is engaged, the public overlap joint mouth is two-fold edge lap mouth.
- 6. floor support plate according to claim 5, it is characterised in that on the surface of the counterdie steel plate, every two plates Multiple reinforcements are respectively provided between rib.
- 7. floor support plate according to claim 6, it is characterised in that the reinforcement includes the first reinforcement and second and strengthened Muscle；First reinforcement is obliquely installed, and the angle of the first reinforcement and the rib of slab is spent in 30 degree -60；Described second adds The angle of strengthening tendons and the rib of slab is in 90 degree.
- 8. floor support plate according to claim 1, it is characterised in that the material of the counterdie steel plate is galvanized steel plain sheet, color steel Plate, aluminium, copper or stainless steel.
- 9. floor support plate according to claim 1, it is characterised in that it is described wind up reinforcing bar and/or lower edge steel bar meter have it is outer Screw thread.
- A kind of 10. floor system, it is characterised in that including：Floor support plate described in claim any one of 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721183326.8U CN207160362U (en) | 2017-09-14 | 2017-09-14 | Floor support plate and floor system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721183326.8U CN207160362U (en) | 2017-09-14 | 2017-09-14 | Floor support plate and floor system |
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| Publication Number | Publication Date |
|---|---|
| CN207160362U true CN207160362U (en) | 2018-03-30 |
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ID=61721900
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| CN201721183326.8U Active CN207160362U (en) | 2017-09-14 | 2017-09-14 | Floor support plate and floor system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057121A (en) * | 2018-10-24 | 2018-12-21 | 江苏银环新材料科技有限公司 | Keep the temperature floor support plate and floor system |
| CN110469025A (en) * | 2019-08-30 | 2019-11-19 | 哈尔滨鸿盛建筑材料制造股份有限公司 | A kind of lifting exempts to tear floor substrate and composite structure open |
| CN113802748A (en) * | 2021-09-26 | 2021-12-17 | 浙江汉德邦建材有限公司 | Steel bar truss floor support plate and manufacturing method thereof |
-
2017
- 2017-09-14 CN CN201721183326.8U patent/CN207160362U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057121A (en) * | 2018-10-24 | 2018-12-21 | 江苏银环新材料科技有限公司 | Keep the temperature floor support plate and floor system |
| CN110469025A (en) * | 2019-08-30 | 2019-11-19 | 哈尔滨鸿盛建筑材料制造股份有限公司 | A kind of lifting exempts to tear floor substrate and composite structure open |
| CN113802748A (en) * | 2021-09-26 | 2021-12-17 | 浙江汉德邦建材有限公司 | Steel bar truss floor support plate and manufacturing method thereof |
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