CN108756036A - A kind of assembled light steel bar truss floor support plate - Google Patents
A kind of assembled light steel bar truss floor support plate Download PDFInfo
- Publication number
- CN108756036A CN108756036A CN201810922719.9A CN201810922719A CN108756036A CN 108756036 A CN108756036 A CN 108756036A CN 201810922719 A CN201810922719 A CN 201810922719A CN 108756036 A CN108756036 A CN 108756036A
- Authority
- CN
- China
- Prior art keywords
- steel bar
- support plate
- floor support
- connector
- card slot
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 91
- 239000010959 steel Substances 0.000 title claims abstract description 91
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 45
- 239000000945 filler Substances 0.000 claims abstract description 11
- 230000013011 mating Effects 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 abstract description 6
- 238000004064 recycling Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to building floor support plate technical fields, more particularly to a kind of assembled light steel bar truss floor support plate, it includes floor support plate, steel bar girder, the steel bar girder includes wind up reinforcing bar, a lower edge reinforcing bar and the web member reinforcing bar for connecting wind up reinforcing bar and lower edge reinforcing bar, including connector, the connector is equipped with the second card slot for being clamped the first card slot with the reinforcing bar that winds up and being clamped with lower edge reinforcing bar, the connector is detachably connected by fastener and floor support plate, and the steel bar girder is connected on connector.The setting that the present invention passes through the connector equipped with the first, second card slot, the steel bar girder of " monolithic " is quickly fitted together with floor support plate, floor support plate can dismantle recycling after the concrete strength poured is met the requirements, floor " overreinforced " is easily reduced simultaneously or " few muscle " destroys so that floor support plate is in suitable muscle configuration；Space between adjacent " monolithic " steel bar girder is larger, convenient for placing light filler.
Description
Technical field
The present invention relates to building floor support plate technical field more particularly to a kind of assembled light steel bar truss floor support plates.
Background technology
With the diversified development of modern building fabric and use, for as a large amount of lightweights of needs such as loft duplex types
Floor support plate is increasingly widely applied.Existing light reinforced truss floor support plate uses the steel bar girder of monolithic mostly, i.e.,
Steel bar girder winds up reinforcing bar, a lower edge reinforcing bar including one, and connection is winded up the web member reinforcing bar of reinforcing bar and lower edge reinforcing bar, more common than existing
The reinforcing bar of distribution triangular in shape lack a lower edge reinforcing bar, and form the light-duty steel bar girder of monolithic.Such as Chinese Patent Application No.：
201320354144.8 patent name：Cast-in-place light-duty reinforcing bar girder compound floor, discloses light-duty steel bar girder and galvanized steel plain sheet
The composite floor that welding welding is formed, to realize that batch production degree is high, cast in situs is without supporting light-duty floor support plate.But
Galvanized sheet can not less remove recycling to the intensity increase of floor, waste material, and the galvanized sheet of soffit is to building
Furred ceiling finishing of layer etc. is made troubles.
Invention content
Recycling etc. can not be removed for existing light-duty steel bar truss floor support plate there are waste of material, galvanized sheet to ask
Topic, the present invention provide a kind of assembled light steel bar truss floor support plate, and assembled, convenient disassembly in floor support plate, floor support plate can weigh
It is multiple to utilize, and reinforcing bar utilization rate is high, floor face is smooth.
To achieve the above object, technical solution provided by the present invention is：A kind of assembled light steel bar truss floor support plate,
Including floor support plate, steel bar girder, the steel bar girder including one wind up reinforcing bar, a lower edge reinforcing bar and connection wind up reinforcing bar and under
The web member reinforcing bar of string reinforcing bar, including connector, the connector be equipped with wind up reinforcing bar be clamped the first card slot and with lower edge reinforcing bar
Second card slot of clamping, the connector are detachably connected by fastener and floor support plate, and the steel bar girder is connected to connection
On part.
Further, on a connection piece the first card slot and the second card slot to the same side opening of connector, per adjacent company
Fitting is separated by 2-3 connector and is respectively engaged with steel bar girder both sides.
Further, the connector is arranged in pairs in steel bar girder both sides, the first card slot being arranged in pairs and the second card
Slot is opposite to be clamped steel bar girder.
Further, part indent between first card slot and the second card slot so that first card slot and the second card
Slot both sides are respectively upper floor and lower floor.
Further, it is equipped with the first inclined-plane on the upside of the upper floor, the first inclined-plane prolongs from upper floor root side to end side
It stretches and tilts down, the first inclined-plane identical with the first inclined-plane inclined direction is also equipped on the upside of the lower floor.
Further, several grooves are equipped on the upside of the connector side or connector, are between the adjacent groove
Floor.
Further, light filler, the light filler interval setting are equipped between adjacent steel bar girder.
Further, the light filler is by supporting connector to be connect with steel bar girder.
Further, it is alternatively arranged 2-3 rows on each floor support plate and passes through connector and fastener（7）It is connected
Steel bar girder, the floor support plate are connected with support element far from steel bar girder side, and the support element is spaced laterally apart in the building
Perpendicular with steel bar girder length direction on board length direction, the support element alternately stretches out at left and right sides of floor support plate
Further, the support element is equipped with mounting hole, and the floor support plate is equipped with connecting hole, and fastener one end passes sequentially through described
Mounting hole, the connecting hole are connected with connector.
Compared with prior art, the invention has the advantages that：
1. the setting that the present invention passes through the connector equipped with the first, second card slot so that the steel bar girder of " monolithic " can be quick
And floor support plate fit together, connector and floor support plate are by including that the fasteners such as bolt, screw are detachably connected, floor support plate
Recycling can be dismantled after the concrete strength poured is met the requirements, while being easy to avoid floor " overreinforced " or " few muscle " broken
It is bad, can make full use of steel bar girder so that floor support plate is in the configuration of suitable muscle；In steel bar girder end set " T " frame or three
Angular frame is fixedly connected with the beam in the space of being laid with or is welded on girder steel so that assembled light steel bar girder of the present invention
Floor support plate is without support, it will be able to simply and easily casting concrete；Meanwhile the sky between adjacent " monolithic " steel bar girder
Between it is larger, convenient for place light filler, the floor support plate quality after pouring is lower, and soundproof effect is preferable, particularly with loft jump
The floor of laminar is fitted up.
2. the present invention, steel bar girder is stuck in centre by connector so that steel bar girder is not easy side and translates into, have compared with
Strong stability, and connector can be replaced mutually, it is easy to assembly, it is easy to industrialized production, it is light substantially increases assembled
Steel bar truss floor support plate efficiency of assembling.
3. the present invention, the materials that connection is used for reference are greatly saved in part indent between first card slot and the second card slot,
Reduce cost；The setting on the first inclined-plane and the second inclined-plane makes steel bar girder flange quick for installation, reduces assembly cost.
4. the present invention, connector makes equipped with groove and floor so that concrete is larger to the bond stress of connector, with
Concrete is connected firmly.
5. the present invention.The support element stretches out the floor support plate left side, and either the right or the right and left stretch out simultaneously, floor support plate
Splicing when, support element extension supports adjacent floor support plate so that the floor support plate of splicing seams both sides is supported part
Support, splicing seams inconsistent phenomenon, which is reduced, even to disappear；And support element has also been removed while removing floor support plate, do not increase and tears open
The additional workload for unloading support element and generating so that floor support plate and support element have more stable and efficient utilization.
Description of the drawings
Fig. 1 is invention assembled light steel bar truss floor support plate structural schematic diagram；
Fig. 2 is the directions Figure 1A-A cross section structure schematic diagram；
Fig. 3 is the directions Figure 1B-B cross section structure schematic diagram；
Fig. 4 is connecting-piece structure schematic diagram；
Fig. 5 is connector side structure schematic view；
Fig. 6 is connector present invention looks up structural representation；
Fig. 7 is equipped with light-duty filler material steel bar truss floor support plate schematic diagram；
Fig. 8 is equipped with support element steel bar truss floor support plate schematic diagram.
Specific implementation mode
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, from beginning to end phase
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached drawing
It is illustrative when the embodiment of description, it is only used for explaining the present invention, and be not construed as limiting the claims.
Below in conjunction with attached drawing, a kind of assembled light steel bar truss floor support plate according to the ... of the embodiment of the present invention is described.
As shown in figs. 1-7, a kind of assembled light steel bar truss floor support plate includes steel bar girder 1, floor support plate 2 and connection building
The connector 4 of board 2 and steel bar girder 1.The steel bar girder includes wind up reinforcing bar 11, lower edge reinforcing bar 12 and undulate weldering
Connect the web member reinforcing bar 13 of string reinforcing bar and lower edge reinforcing bar in succession, wind up reinforcing bar 11 and the setting of 12 parallel spaced-apart of lower edge reinforcing bar,
In the form of sheets.The connector 4 includes the second card slot 42 of the first card slot 41 and clamping lower edge reinforcing bar 12 that are clamped the reinforcing bar 11 that winds up
, homonymy of 41 and second card slot of the first card slot, 42 opening direction in the connector 4.The connector 4 relative to first,
Second card slot 41,42 sides and 4 top of connector are equipped with groove 45, and the bottom of the connector 4 is equipped with threaded connection hole 44.It is described
Part indent between first card slot 41 and the second card slot 42 so that first card slot, 41 and second card slot 42 is located on outstanding
Part between floor 401 and lower floor 402.4 side of the connector is equipped with several grooves 45, is rib between adjacent trenches 45
Plate 46, the groove 45 and floor 46, which combine, makes connector 4, by larger bond stress, be connect with concrete in concrete
Well.
The upside of the upper floor 401 is equipped with the first inclined-plane 4011, and the first inclined-plane 4011 is from the upward rib of 401 root side of upper floor
401 end side of plate extends and tilts down.Equally, 402 upside of lower floor is also equipped with and 4011 inclined direction phase of the first inclined-plane
The second same inclined-plane 4021.
The interval of the connector 4 is connected on the upper lower edge reinforcing bar on the steel bar girder of monolithic, per adjacent connector 4
First card slot 41, the second card slot 42 are oppositely arranged.Therefore, multiple connectors 4 are arranged in steel bar girder both sides, screw thread gradually respectively
Connecting hole 44 is detachably connected with floor support plate 2 by fastener 7, by dowel 4 and the steel bar girder being clamped with connector 41
It is detachably mounted on floor support plate 2.It is alternatively arranged the steel bar girder 1 of 2-3 row's monolithics on each floor support plate 2, formula should be matched
Light-duty steel bar truss floor support plate facilitates carrying to assemble.
The mode of steel bar girder 1 is installed on floor support plate 2 to be：First by holes drilled through on 2 setting position of floor support plate, even
Fitting 4 be bolted on 2 side of floor support plate formed 2-3 row, often row on connector 4 interval setting, and it is adjacent or
It is oppositely arranged every the first card slot of 2-3 connector, the square opening of the second card slot；Then by the lower edge steel of a steel bar girder 1
Muscle 11 pressed through in 4 upper end of connector, the first card slot, into the second card slot clamping, since connector has elastic deformation energy
Connector is equipped with inclined-plane to power simultaneously so that steel bar girder can be pressed into the first card slot, the second card slot from the top down.
Certainly, by the way that connector 4 to be first installed on steel bar girder, connector is then fixed on by building by bolt again and is held
Plate side can also realize the quick assembling of steel bar girder and floor support plate.
It is sheet, the reinforcing bar purlin of non-structure triangular in shape since innovation and creation are connected to the steel bar girder on floor support plate
Frame, therefore, when floor support plate is installed, the light-duty steel bar truss floor support plate of multi-row-type is arranged side by side, the setting of the interval of steel bar girder 1, steel
Muscle truss 1 is horizontally connected with distributing reinforcement 6, and the distributing reinforcement 6 is connected with lower edge reinforcing bar binding on steel bar girder respectively, distributing reinforcement 6,
It winds up and forms rectangular parallelepiped space between reinforcing bar 41 and lower edge reinforcing bar 42, convenient for placing light filler, the light filler 5 is logical
It crosses the existing common method of construction such as existing support connector or binding to connect with steel bar girder so that hold in the building after pouring
Plate light weight, heat preservation and soundproof.
Further, including support element 3, the fastener 7 are bolt, and the floor support plate 2 is connected far from 1 side of steel bar girder
There are support element 3, the support element 3 to be spaced laterally apart on 2 length direction of the floor support plate and 1 length direction phase of steel bar girder
Vertically, the support element 3 alternately stretches out 2 left and right sides of floor support plate, i.e., as shown in figure 8,3 right end of a support element stretches out floor support plate 2
The right, 2 left side of left indent floor support plate, adjacent supporting piece 3 is then on the contrary, floor support plate is stretched out on 2 the right of right indent floor support plate, left end
2 left sides.The floor support plate 2 is equipped with connecting hole 21, and the support element 3 is equipped with mounting hole 31, and 7 front end of fastener passes sequentially through described
Mounting hole 31, the connecting hole 21 are connect with the threaded hole of connector 4 so that support element 3 and floor support plate 2 connect with steel bar girder 1
It connects.In some embodiments, support element 3 is individually connect with floor support plate 2, and floor support plate 2 is connect with connector 4, support element 3, Lou Cheng
The connection of plate 2 and connector 4 does not share fastener, without being isolated when reusing floor support plate 2 and support element 3.
The support element 3 is C-type steel, and the mounting hole 31 is round tube hole, it is of course also possible to be set as long round tube hole.Branch
The length of support member 3 is suitable with the width of floor support plate 2 or smaller than the width of floor support plate 2.It can the company of arrangement on the floor support plate 2 is lateral
Several steel bar girders 1 are connect, the present embodiment is connected to two 1 parallel side-by-sides of steel bar girder on floor support plate 2.
Support element 3, floor support plate 2 and steel bar girder 1 complete assembly completion or construction site by connector 4 in factory
Assembly, is not limited by environment and weather, and production efficiency is high, is produced using equipment automatization.The steel bar girder building assembled
Board is transported to construction site, is spliced, and since support element 3 alternately stretches out floor support plate 2 or so, arbitrary two pieces assembled steel reinforced
Truss floor support plate can be stitched together.
In the description of the present invention, it is to be understood that, term " longitudinal direction ", " transverse direction ", " length ", " width ", "upper",
The orientation or positional relationship of the instructions such as "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" be based on
Orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than indicates or imply institute
The device or element of finger must have a particular orientation, with specific azimuth configuration and operation, therefore should not be understood as to this hair
Bright limitation.
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing
What is shown is also one of the embodiment of the method for the present invention, is actually not limited thereto.So if the ordinary skill of this field
Personnel are enlightened by it, without departing from the spirit of the invention, without creatively designing and the technical solution phase
As mode and embodiment, be within the scope of protection of the invention.
Claims (10)
1. a kind of assembled light steel bar truss floor support plate, including floor support plate（2）, steel bar girder（1）, the steel bar girder（1）
It winds up reinforcing bar including one（11）, a lower edge reinforcing bar（12）And connect the reinforcing bar that winds up（11）With lower edge reinforcing bar（12）Web member reinforcing bar
（13）, which is characterized in that including connector（4）, the connector（4）Equipped with the reinforcing bar that winds up（11）First card slot of clamping
（41）With with lower edge reinforcing bar（12）Second card slot of clamping（41）, the connector（4）Pass through fastener（7）With floor support plate（2）
It is detachably connected, the steel bar girder（1）It is connected to connector（4）On.
2. assembled light steel bar truss floor support plate according to claim 1, which is characterized in that same to a connection piece（4）On
The first card slot（41）With the second card slot（42）To connector（4）Same side opening, per adjacent connector（4）Or it is separated by 2-3
A connector（4）It is respectively engaged with steel bar girder（1）Both sides.
3. assembled light steel bar truss floor support plate according to claim 1, which is characterized in that the connector（4）At
To being arranged in steel bar girder（1）Both sides, the first card slot being arranged in pairs（41）With the second card slot（42）Opposite clamping steel bar girder.
4. assembled light steel bar truss floor support plate according to claim 2, which is characterized in that first card slot（41）
With the second card slot（42）Between part indent so that first card slot（41）With the second card slot（42）Both sides are respectively upper floor
（401）With lower floor（402）.
5. assembled light steel bar truss floor support plate according to claim 4, which is characterized in that the upper floor（401）
Upside is equipped with the first inclined-plane（4011）, the first inclined-plane（4011）From 401 root side of upper floor to（4011）End side extend and to
Lower inclination, the lower floor（402）Upside is also equipped with and the first inclined-plane（4011）Identical second inclined-plane of inclined direction
（4012）.
6. assembled light steel bar truss floor support plate according to claim 2, which is characterized in that the connector（4）Side
Face or connector（4）Upside is equipped with several grooves（45）, the adjacent groove（45）Between be floor（46）.
7. according to claim 1-6 any one of them assembled light steel bar truss floor support plates, which is characterized in that adjacent reinforcing bar
Truss（1）Between be equipped with light filler（5）, the light filler（5）Interval setting.
8. assembled light steel bar truss floor support plate according to claim 7, which is characterized in that the light filler
（5）By supporting connector to be connect with steel bar girder.
9. according to claim 1-6 any one of them assembled light steel bar truss floor support plates, which is characterized in that described each
Floor support plate（2）On be alternatively arranged 2-3 row pass through connector（4）And fastener（7）The steel bar girder of mating connection（1）, the building
Board（2）Far from steel bar girder（1）Side is connected with support element（3）, the support element（3）It is spaced laterally apart in the floor support plate
（2）On length direction with steel bar girder（1）Length direction is perpendicular, the support element（3）Alternately stretch out floor support plate（2）Left and right two
Side.
10. assembled light steel bar truss floor support plate according to claim 7, which is characterized in that the support element（3）If
There is mounting hole（31）, the floor support plate（2）Equipped with connecting hole（21）, fastener（7）One end passes sequentially through the mounting hole（31）,
The connecting hole（21）With connector（4）It is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810922719.9A CN108756036A (en) | 2018-08-14 | 2018-08-14 | A kind of assembled light steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810922719.9A CN108756036A (en) | 2018-08-14 | 2018-08-14 | A kind of assembled light steel bar truss floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108756036A true CN108756036A (en) | 2018-11-06 |
Family
ID=63970029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810922719.9A Pending CN108756036A (en) | 2018-08-14 | 2018-08-14 | A kind of assembled light steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108756036A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296209A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate fitting fastening |
| CN109296210A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of bed die detachable reinforcing steel truss floor support plate fitting fastening |
| CN109339324A (en) * | 2018-11-29 | 2019-02-15 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Assembling type flat steel bar truss floor support plate |
| CN109487941A (en) * | 2018-11-10 | 2019-03-19 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate |
| CN109518860A (en) * | 2018-12-13 | 2019-03-26 | 江阴普顿塑胶有限公司 | Detachable self-bearing type truss composite material floor support plate |
| WO2021129601A1 (en) * | 2019-12-23 | 2021-07-01 | 阿博建材（昆山）有限公司 | Reinforcing steel bar connecting sheet truss and pouring structure applying same |
| CN114075852A (en) * | 2020-08-15 | 2022-02-22 | 长沙巨星轻质建材股份有限公司 | Assembled truss plate |
| CN114525873A (en) * | 2022-04-25 | 2022-05-24 | 宝嘉智能科技(南通)有限公司 | Exhaust ramming type steel bar truss floor support plate |
| CN114775877A (en) * | 2022-06-20 | 2022-07-22 | 南通装配式建筑与智能结构研究院 | Recycled concrete rib floor bearing plate |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203320776U (en) * | 2013-06-19 | 2013-12-04 | 杭州市城建设计研究院有限公司 | Light cast-in-place steel bar truss composite floor |
| WO2017076070A1 (en) * | 2015-11-06 | 2017-05-11 | 中建钢构有限公司 | Integrated-assembly steel structure building |
| CN107905456A (en) * | 2017-12-26 | 2018-04-13 | 万飞翔 | A kind of detachable truss floor support plate connector and truss floor support plate structure |
| CN108086555A (en) * | 2017-11-29 | 2018-05-29 | 浙江中益建材科技有限公司 | A kind of type steel bar truss floor support plate |
| CN208996276U (en) * | 2018-08-14 | 2019-06-18 | 浙江中益建材科技有限公司 | A kind of assembled light steel bar truss floor support plate |
-
2018
- 2018-08-14 CN CN201810922719.9A patent/CN108756036A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203320776U (en) * | 2013-06-19 | 2013-12-04 | 杭州市城建设计研究院有限公司 | Light cast-in-place steel bar truss composite floor |
| WO2017076070A1 (en) * | 2015-11-06 | 2017-05-11 | 中建钢构有限公司 | Integrated-assembly steel structure building |
| CN108086555A (en) * | 2017-11-29 | 2018-05-29 | 浙江中益建材科技有限公司 | A kind of type steel bar truss floor support plate |
| CN107905456A (en) * | 2017-12-26 | 2018-04-13 | 万飞翔 | A kind of detachable truss floor support plate connector and truss floor support plate structure |
| CN208996276U (en) * | 2018-08-14 | 2019-06-18 | 浙江中益建材科技有限公司 | A kind of assembled light steel bar truss floor support plate |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109296209A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate fitting fastening |
| CN109296210A (en) * | 2018-11-10 | 2019-02-01 | 河北建设集团股份有限公司 | A kind of bed die detachable reinforcing steel truss floor support plate fitting fastening |
| CN109487941A (en) * | 2018-11-10 | 2019-03-19 | 河北建设集团股份有限公司 | A kind of steel bar truss floor support plate |
| CN109339324A (en) * | 2018-11-29 | 2019-02-15 | 杭州铁木辛柯建筑结构设计事务所有限公司 | Assembling type flat steel bar truss floor support plate |
| CN109518860A (en) * | 2018-12-13 | 2019-03-26 | 江阴普顿塑胶有限公司 | Detachable self-bearing type truss composite material floor support plate |
| CN109518860B (en) * | 2018-12-13 | 2024-05-03 | 无锡佳尔旺环保科技有限公司 | Detachable self-supporting truss composite material floor support plate |
| WO2021129601A1 (en) * | 2019-12-23 | 2021-07-01 | 阿博建材（昆山）有限公司 | Reinforcing steel bar connecting sheet truss and pouring structure applying same |
| CN114075852A (en) * | 2020-08-15 | 2022-02-22 | 长沙巨星轻质建材股份有限公司 | Assembled truss plate |
| CN114525873A (en) * | 2022-04-25 | 2022-05-24 | 宝嘉智能科技(南通)有限公司 | Exhaust ramming type steel bar truss floor support plate |
| CN114775877A (en) * | 2022-06-20 | 2022-07-22 | 南通装配式建筑与智能结构研究院 | Recycled concrete rib floor bearing plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108756036A (en) | A kind of assembled light steel bar truss floor support plate | |
| CN207919849U (en) | A kind of type steel bar truss floor support plate | |
| WO2015131792A1 (en) | Building structure and construction method for same | |
| CN210342264U (en) | Box type steel column partition plate through type bolt connecting device | |
| CN208122301U (en) | A kind of floor support plate supporting apparatus | |
| CN103938791A (en) | Novel prefabricated wall plate and building external wall assembled by same | |
| CN108625489A (en) | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure | |
| CN106760634B (en) | Movable house | |
| CN208533725U (en) | A kind of steel bar girder plate side and connection joints of steel structure structure | |
| CN108625485A (en) | A kind of steel bar girder plate end connecting joint structure and construction method | |
| CN211774563U (en) | Beam column connecting node for installing damper | |
| CN208472974U (en) | A kind of steel bar girder plate end connects steel structure girder node structure | |
| CN208472972U (en) | A kind of steel bar girder plate end connecting joint structure | |
| CN208472971U (en) | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure | |
| CN208996276U (en) | A kind of assembled light steel bar truss floor support plate | |
| CN208396106U (en) | Detachable bed die steel bar truss floor support plate | |
| CN110107006B (en) | Large-span composite structure floor system | |
| CN216195708U (en) | Prefabricated high-strength fiber cement formwork superposed shear wall | |
| CN210177768U (en) | Assembly type composite structure dense rib floor | |
| CN103334585A (en) | Assembling structure for beam/column with wood or bamboo template, and assembling method thereof | |
| WO2020145205A1 (en) | Roof truss structure | |
| CN208472975U (en) | A kind of across frame structure deflecting support node structure of steel bar girder plate | |
| CN207063316U (en) | Partition wall support purlin plate and partition wall purlin mounting structure | |
| CN205604474U (en) | Pure plate structure equipment house based on general splint connecting piece of interior angle | |
| CN217053752U (en) | Connection structure of steel secondary beam and main beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |