CN108086555A - A kind of type steel bar truss floor support plate - Google Patents
A kind of type steel bar truss floor support plate Download PDFInfo
- Publication number
- CN108086555A CN108086555A CN201810089804.1A CN201810089804A CN108086555A CN 108086555 A CN108086555 A CN 108086555A CN 201810089804 A CN201810089804 A CN 201810089804A CN 108086555 A CN108086555 A CN 108086555A
- Authority
- CN
- China
- Prior art keywords
- support plate
- floor support
- supporting item
- steel bar
- type steel
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 54
- 239000010959 steel Substances 0.000 title claims abstract description 54
- 238000009434 installation Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 2
- 239000004566 building material Substances 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000739 chaotic effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 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
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
-
- 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
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to building material technical field more particularly to a kind of type steel bar truss floor support plate, including floor support plate, the floor support plate one side with steel bar girder is detachably connected, floor support plate opposite side is arranged at intervals with supporting item, the supporting item stretches out floor support plate.The present invention sets supporting item in the downside of floor support plate, and the supporting item stretches out the floor support plate left side or the right.In floor support plate splicing, supporting item extension supports adjacent floor support plate so that the floor support plate of splicing seams both sides is supported the support of part, and splicing seams inconsistent phenomenon, which is reduced, even to disappear；And supporting item has also been removed while removing floor support plate, do not increase the additional workload of dismounting supporting item, make reusable floor support plate and supporting item that there is more stable and efficient utilization.
Description
Technical field
The present invention relates to building material technical field more particularly to a kind of type steel bar truss floor support plates.
Background technology
General concrete floor slab placement is that will detachably be assembled in the steel bar girder of plant produced and floor support plate, at the construction field (site)
Floor support plate equipped with steel bar girder is spliced, floor support plate is disassembled recycling by casting concrete after concrete setting.This
Sample can be factory produced, and reduce the influence to the duration of environment and weather, and truss production safety, quality are guaranteed.But
When existing floor support plate splices at the construction field (site), splicing seams are left, in casting concrete, since the weight of concrete acts on,
Floor support plate splicing seams misplace so that the flooring out-of-flatness poured.
To solve the above-mentioned problems, usually installing splicing below the splicing seams in floor support plate in a manner of " patch installing "
Fixed plate is stitched, fixed plate interval setting is connected on the floor support plate of splicing seams both sides, to reduce the mistake of floor support plate splicing seams
Position.There is the drawbacks of very big in the above method, the installation and removal of fixed plate not only need larger workload to influence the duration, and
And increase measure for construction safety, there are security risk, considerably increase construction cost.
The content of the invention
For existing Assembled Building board there are the problems such as splicing seams misplace, installing and dismounting is inconvenient, the present invention provides one
Kind type steel bar truss floor support plate by setting supporting item under conditions of floor support plate assembly, convenient disassembly, reduces splicing seams
Dislocation so that the floor face of pouring molding is smooth.
To achieve the above object, technical solution provided by the present invention is：
A kind of type steel bar truss floor support plate of the present invention, including floor support plate, the floor support plate one side and steel bar girder are removable
Unload connection, floor support plate opposite side is arranged at intervals with supporting item, the supporting item stretching floor support plate.The present invention, the supporting item are stretched
Going out the floor support plate left side, either the right or the right and left stretch out simultaneously, floor support plate splicing when, supporting item extension support
Adjacent floor support plate so that the floor support plate of splicing seams both sides is supported the support of part, and splicing seams inconsistent phenomenon, which is reduced, even to disappear
It loses；And supporting item has also been removed while removing floor support plate, the additional workload for not increasing dismounting supporting item and generating makes
Obtaining floor support plate and supporting item has more stable and efficient utilization.
Further, supporting item stretches out floor support plate to a part of supporting item stretching floor support plate on one side, described in another part
Another side.A part of supporting item of the present invention stretches out the floor support plate left side, and a part is stretched out on the right of floor support plate, avoided only by two adjacent assemblings
One in formula steel bar truss floor support plate provides a supporting role power to another so that floor support plate uniform force, supporting item have
Preferable supporting role, the dislocation for reducing floor support plate splicing seams may.
Further, the supporting item alternately stretches out floor support plate both sides.The supporting item of the present invention alternately stretches out floor support plate
The right and left, adjacent floor support plate alternately provide a supporting role power to adjacent floor support plate successively by the supporting item alternately stretched out；
Arbitrary two floor support plates with supporting item can splice during splicing, facilitate construction site assembled.
Further, floor support plate both sides are alternately stretched out per two neighboring supporting item.The present invention, in supporting item and floor support plate group
During dress, one the first from left of supporting item is right alternately to stretch out floor support plate, convenient for operation, is less prone to supporting item assembling confusion phenomena,
It is advantageously implemented mechanization, Automated assembly.
Further, two or more described supporting items stretch out floor support plate left sides, two neighboring or multiple branch
Support member is stretched out on the right of floor support plate.The present invention, two or more supporting items stretch out the floor support plate left side, two or more adjacent
Supporting item is stretched out on the right of floor support plate, is alternately arranged according to this, and convenient for worker's assembly manipulation, it is chaotic existing to be less prone to supporting item assembling
As being also beneficial to realize mechanization, Automated assembly.
Further, also bag connector, the connector are equipped with card slot, and the card slot is clamped with steel bar girder, the company
Fitting is connected with floor support plate by fastener.The present invention, connector are convenient for adjusting the Connection Density of floor support plate and steel bar girder, be connected
Connect position and relative distance.The card slot opening of every group of connector is opposite or supports or opposes and is caught in steel bar girder so that clamping is not easy to take off
It opens.
Further, the supporting item is equipped with mounting hole, and the floor support plate is provided with connecting hole, and fastener one end leads to successively
Cross the mounting hole, the connecting hole is connected with connector.The present invention decreases branch while reducing fastener usage amount
The workload of support member, floor support plate and steel bar girder assembly, greatly reduces cost；Supporting item can be considered floor support plate and connector
Gasket reduces the attrition of floor support plate, enhances support of the supporting item to contiguous concatenation floor support plate, reduces splicing seams dislocation
Possibility.
Further, the supporting item is equipped with multigroup mounting hole, and the mounting hole is slotted hole or circular hole.The present invention is multigroup
The setting of mounting hole so that supporting item is suitble to the connection of different connection spacing, and facilitates supporting item homonymy is not stretched from floor support plate
Go out.
Further, the support length is equal, and the mounting hole is placed equidistant with.The present invention, the length of supporting item and
The position of mounting hole is identical, uniform specification, when facilitating production, and being assembled with floor support plate will not confusion reigned, it is easy to assembly.
Further, the supporting item section takes the shape of the letter U, its top side wall forms with respect to bending and strengthens side, supporting item U-lag
Several mounting holes are equipped on bottom along its length, supporting item both ends are movably installed with connecting plate；On the side wall of supporting item one end
Equipped with limited block, limited block bottom is connected with supporting item U-lag bottom, is connected at the top of limited block with strengthening side bottom, after installation
Limited block is strengthened forming limiting slot between side and supporting item U-lag bottom；The both sides of described connecting plate one end are equipped with limit shaft,
Limit shaft active card is mounted in limiting slot, and the connecting plate other end is equipped with hook plate axis, hook plate axis and the fixation on the supporting item mutually spliced
Hole is engaged.Using this programme, the two supporting item one end mutually spliced are connected by connecting plate so that floor support plate splicing seams gap is wrong
The possibility opened reduces, favourable floor plates surfacing.
Further, the supporting item is C-type steel.C-type steel, easily buying, cheap in the market, and can meet strong
Degree demand.
Description of the drawings
Fig. 1 is invention type steel bar truss floor support plate structure diagram；
Fig. 2 is one type steel bar truss floor support plate bottom view of embodiment；
Fig. 3 is one type steel bar truss floor support plate splicing structure schematic diagram of embodiment；
Fig. 4 is two type steel bar truss floor support plate bottom view of embodiment；
Fig. 5 is three type steel bar truss floor support plate splicing structure schematic diagram of embodiment；
Fig. 6 is three type steel bar truss floor support plate splicing structure schematic diagram of embodiment；
Fig. 7 is example IV connecting plate and supporting piece structure schematic diagram.
Figure label is shown：
1- steel bar girders, 11- wind up reinforcing bar, 12- lower edges reinforcing bar, 13- web members reinforcing bar, 2- floor support plates, 21- connecting holes, 3- support
Part, 31- mounting holes, 302- strengthen side, 304- limited blocks, 305- limiting slots, the first support portions of 32-, the second support portions of 33-, 4-
Connector, 41- card slots, 5- connecting plates, 6- limit shafts, 7- hook plates axis, 8- location holes.
Specific embodiment
The embodiment of the present invention is described below in detail, the example of the embodiment is shown in the drawings, from beginning to end phase
Same or similar label represents same or similar element or has the function of same or like element.Below with reference to attached drawing
It is illustrative during 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 type steel bar truss floor support plate according to embodiments of the present invention is described.
Embodiment one
As shown in Figs. 1-3, a kind of type steel bar truss floor support plate, including steel bar girder 1, connector 4, floor support plate 2 and branch
Support member 3.The steel bar girder 1 winds up 11 and two lower edge reinforcing bar 12 of reinforcing bar including one, and two lower edge reinforcing bars 12 pass through web member reinforcing bar 13
It is welded to connect respectively with the reinforcing bar 11 that winds up.The two lower edges reinforcing bar 12 is opposite to be connected with connector 4.The connector 4 includes side
The card slot 41 of the Feed-through 4 of face opening, 4 lower end of connector are equipped with threaded hole.Connector 4 it is paired be connected to two lower edge steel
On muscle 12, the longitudinal arrangement on steel bar girder 1 of each pair connector 4.The floor support plate 2 is connected with support away from 1 side of steel bar girder
Part 3, the supporting item 3 are spaced laterally apart on 2 length direction of floor support plate, and the supporting item 3 alternately stretches out floor support plate 2
The left and right sides, i.e., as shown in Fig. 2, 3 right end of a supporting item stretches out 2 the right of floor support plate, 2 left side of left indent floor support plate, adjacent branch
Support member 3 is then on the contrary, 2 left side of floor support plate is stretched out on 2 the right of right indent floor support plate, left end.The floor support plate 2 is equipped with connecting hole 21,
The supporting item 3 is equipped with mounting hole 31, and bolt front end passes sequentially through the mounting hole 31, the connecting hole 21 and connector 4
Threaded hole connects so that supporting item 3 and floor support plate 2 are connected with steel bar girder 1.In some embodiments, supporting item 3 is individually and building
Board 2 connects, and floor support plate 2 is connected with connector 4, and the connection of supporting item 3, floor support plate 2 and connector 4 does not share fastener, weight
It need not be isolated when again using floor support plate 2 and supporting item 3.
The supporting item 3 is C-type steel, and the mounting hole 31 is round tube hole, it is of course also possible to be arranged to 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 horizontal
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.
Supporting item 3, floor support plate 2 and steel bar girder 1 complete assembling in factory, from the limitation of environment and weather, production
It is efficient, it is produced using equipment automatization.The steel bar truss floor support plate assembled is transported to construction site, is spliced, by
Floor support plate 2 or so is alternately stretched out in supporting item 3, arbitrary two pieces of type steel bar truss floor support plates can be stitched together.This reality
It applies in example, as shown in figure 3,2 one side of floor support plate is stretched out in 3 one end of the supporting item, the other end is contracted in 2 inside of floor support plate, therefore
For floor support plate 2 in splicing, the external part of supporting item 3 reaches 3 serrated end of corresponding support of adjacent floor support plate 2.Adjacent dress
Alternately cross splicing seams mutually supports floor plates 2 to supporting item 3 with formula steel bar truss floor support plate.
Embodiment two
As shown in figure 4, the present embodiment and embodiment one the difference is that, 3 each two of supporting item is alternately stretched out building and is held
2 the right and left of plate, certainly, supporting item 3 also can staggeredly stretch out 2 the right and left of floor support plate per multiple.
Embodiment three
As shown in figure 5, the present embodiment and embodiment one the difference is that, 3 length of supporting item is more than the floor support plate 2
2 the right and left of floor support plate is stretched out at width, 3 both ends of supporting item.Therefore the supporting item 3 of adjacent type steel bar truss floor support plate misplaces
Distribution, during splicing, 3 both ends of supporting item support adjacent floor support plate 2, reduce the dislocation of splicing seams.Certainly, as shown in fig. 6, when described
When floor support plate 3 is wider, the middle part of supporting item 3 can also disconnect, and form a pair of of left and right ends and stretch out 2 the right and left of floor support plate
The first support portion 32 and the second support portion 33.
Example IV
As shown in fig. 7, the present embodiment and embodiment one, two the difference is that, 3 U-shaped profile of supporting item, supporting item
Opposite bending, which is formed, at the top of 3 two sides strengthens side 302, and the U-lag bottom of supporting item 3 is fixed to be upper equipped with several along its length
Hole 31,3 both ends of supporting item are movably installed with connecting plate 5；The side wall of 3 one end of supporting item is equipped with limited block 304, limited block 304
Bottom is connected with supporting item 3U shape slot bottoms, and the top of limited block 304 is connected with reinforcement 302 bottom of side, limited block 304 after installation,
Strengthen forming limiting slot 305 between side 302, supporting item 3U shape slot bottoms, the both sides of 5 one end of connecting plate are equipped with limit shaft 6, limit shaft
For 6 active cards in limiting slot 305,5 other end of connecting plate is equipped with hook plate axis 7, and hook plate axis 7 is engaged with mounting hole 3, hook plate axis
7 is cylinder, and 7 diameter of hook plate axis is less than 31 internal diameter of mounting hole, and the degree of hook plate axis 7 is high to be less than or equal to 3 thickness of supporting item, connection
Plate 5 is equipped with one or more location hole 8, and location hole 8 is engaged with mounting hole 31.The present embodiment consolidates supporting item 3
2 bottom of floor plates is scheduled on, when die-filling, for 6 active card of limit shaft of connecting plate 5 mounted in limiting slot 305, limiting slot 305 carries one
Fixed space, connector 5 can also be mounted on supporting item 3 by the way of hinged, and during connection, hook plate axis 7 first is inserted into phase
In the mounting hole 31 of adjacent supporting item 3, then pull to 7 one end of limit shaft, when adjacent 3 end of supporting item contact, location hole 8 with
Mounting hole 31 just aligns, and is at this time connected location hole 8 with mounting hole 31 by screw rod fixed；Connecting plate 5 is using hinged
During mode, mounting hole 31 and 3 end of supporting item and the length of connecting plate 5 need to be first designed.Using the structure after the present embodiment
Rationally, install after floor plates surfacing, using effect is good, can demolition, reusable edible.
Heretofore described left and right directional terminology, on floor support plate length direction as shown in Figure 2, i.e. steel bar girder indulges
Upward left and right orientation.
Schematically the present invention and embodiments thereof are described above, this describes no restricted, institute in attached drawing
What is shown is also one of embodiment of the method for the present invention, is actually not limited thereto.So if 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 type steel bar truss floor support plate, including floor support plate（2）, which is characterized in that the floor support plate（2）One side and steel
Muscle truss（1）It is detachably connected, opposite side is arranged at intervals with supporting item（3）, the supporting item（3）Stretch out the floor support plate（2）.
2. type steel bar truss floor support plate according to claim 1, which is characterized in that a part of supporting item（3）
Stretch out the floor support plate（2）On one side, supporting item described in another part（3）Stretch out the floor support plate（2）Another side.
3. type steel bar truss floor support plate according to claim 1 or 2, which is characterized in that the supporting item（3）Alternately
Stretch out floor support plate（2）Both sides.
4. type steel bar truss floor support plate according to claim 3, which is characterized in that per two neighboring supporting item（3）
Alternately stretch out floor support plate（2）Both sides.
5. type steel bar truss floor support plate according to claim 3, which is characterized in that two or more described supports
Part（3）Stretch out floor support plate（2）The left side, two neighboring or multiple supporting items（3）Stretch out floor support plate（2）The right.
6. type steel bar truss floor support plate according to claim 1, which is characterized in that further include connector（4）, it is described
Connector（4）Equipped with card slot（41）, the card slot（41）With steel bar girder（1）Clamping, the connector（4）With floor support plate（2）
It is connected by fastener.
7. type steel bar truss floor support plate according to claim 6, which is characterized in that the supporting item（3）Equipped with solid
Determine hole（31）, the floor support plate（2）Equipped with connecting hole（21）, fastener one end passes sequentially through the mounting hole（31）, the company
Connect hole（21）With connector（4）It is connected.
8. type steel bar truss floor support plate according to claim 7, which is characterized in that the supporting item（3）Length phase
Deng the mounting hole（31）It is placed equidistant with.
9. according to the type steel bar truss floor support plate described in claim 4-8 any one, the supporting item（3）Section is in U
Shape, its top side wall are formed with respect to bending strengthens side（302）, supporting item（3）It is solid equipped with several along its length on U-lag bottom
Determine hole（31）, supporting item（3）Both ends are movably installed with connecting plate（5）；Supporting item（3）The side wall of one end is equipped with limited block
（304）, limited block（304）Bottom and supporting item（3）U-lag bottom connects, limited block（304）Top is with strengthening side（302）Bottom
Connection, the limited block after installation（304）, strengthen side（302）And supporting item（3）U-lag forms limiting slot between bottom（305）；
The connecting plate（5）The both sides of one end are equipped with limit shaft（6）, limit shaft（6）Active card is mounted in limiting slot（305）, connecting plate（5）
The other end is equipped with hook plate axis（7）, hook plate axis（7）With the supporting item mutually spliced（3）On mounting hole（31）It is engaged.
10. type steel bar truss floor support plate according to claim 1, which is characterized in that the supporting item（3）For C-type steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/CN2018/124693 WO2019149009A1 (en) | 2017-11-29 | 2018-12-28 | Assembled-type reinforcing bar truss floor deck |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017216272414 | 2017-11-29 | ||
| CN201721627241 | 2017-11-29 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108086555A true CN108086555A (en) | 2018-05-29 |
| CN108086555B CN108086555B (en) | 2023-11-17 |
Family
ID=62183493
Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820155707.3U Active CN207919849U (en) | 2017-11-29 | 2018-01-30 | A kind of type steel bar truss floor support plate |
| CN201810089804.1A Active CN108086555B (en) | 2017-11-29 | 2018-01-30 | Assembled steel bar truss building carrier plate |
| CN201820295728.5U Expired - Fee Related CN208451003U (en) | 2017-11-29 | 2018-03-03 | One kind is for assembling steel bar truss floor support plate device |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820155707.3U Active CN207919849U (en) | 2017-11-29 | 2018-01-30 | A kind of type steel bar truss floor support plate |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820295728.5U Expired - Fee Related CN208451003U (en) | 2017-11-29 | 2018-03-03 | One kind is for assembling steel bar truss floor support plate device |
Country Status (2)
| Country | Link |
|---|---|
| CN (3) | CN207919849U (en) |
| WO (1) | WO2019149009A1 (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625485A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate end connecting joint structure and construction method |
| CN108625486A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure edge support node structure of steel bar girder plate |
| CN108625488A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss plate end support node structure and construction method |
| CN108625487A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure end support node structure of steel bar girder plate |
| CN108625484A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss edges of boards support node structure |
| CN108625489A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure |
| CN108756036A (en) * | 2018-08-14 | 2018-11-06 | 浙江中益建材科技有限公司 | A kind of assembled light steel bar truss floor support plate |
| CN110080519A (en) * | 2019-02-15 | 2019-08-02 | 浙江中益建材科技有限公司 | A kind of wooden frame floor support plate, side floor support plate and its assembled floor support plate |
| CN110094057A (en) * | 2019-05-31 | 2019-08-06 | 四川新恒钢建材有限公司新津分公司 | Detachable floor support plate bed die piece method and piece pin key |
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
| CN112922208A (en) * | 2021-03-30 | 2021-06-08 | 中建市政工程有限公司 | Construction method of steel bar truss floor support plate |
| CN112922209A (en) * | 2021-03-30 | 2021-06-08 | 中建市政工程有限公司 | Steel bar truss floor support plate component and floor support plate structure with same |
| CN113250366A (en) * | 2021-05-24 | 2021-08-13 | 林迟文 | Reinforced steel bar truss floor bearing plate |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952651B (en) * | 2019-12-13 | 2024-05-28 | 北京建工集团山西建设有限公司 | Cantilever building floor slab reinforcing steel structure adopting reinforcing steel truss template and reinforcing steel bar arrangement method |
| CN114233008A (en) * | 2021-12-07 | 2022-03-25 | 宁波领辰构件有限公司 | Construction method of steel bar truss floor support plate |
| CN115142606A (en) * | 2022-07-25 | 2022-10-04 | 江苏昊钢建筑科技有限公司 | Compound reinforcing disassembly-free formwork based on steel bar truss floor support plate |
| CN115434469B (en) * | 2022-10-18 | 2024-04-30 | 中建二局第一建筑工程有限公司 | Aluminum alloy template and steel bar truss floor carrier plate combined flexible connection reinforcing device |
| CN117166661B (en) * | 2023-09-07 | 2024-03-19 | 山东金旭钢构工程有限公司 | Steel construction and assembled steel construction floor |
| CN117548892B (en) * | 2024-01-12 | 2024-03-12 | 中清大装配式建筑(德州)有限公司 | Automatic welding device for stressed steel bars of building carrier plate |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB560281A (en) * | 1942-11-18 | 1944-03-28 | Richard Geoffrey Robertson | Improvements in concrete beams or girders for the construction of floors and the like |
| JP2000291195A (en) * | 1999-04-02 | 2000-10-17 | Nippon Steel Corp | Composite floor slab and construction method therefor |
| CN201512951U (en) * | 2009-09-25 | 2010-06-23 | 王诚君 | Connecting device for building template splicing |
| CN102409841A (en) * | 2011-08-11 | 2012-04-11 | 青岛理工大学 | Surface formwork system for building with frame structure and application thereof |
| US20130233819A1 (en) * | 2011-09-02 | 2013-09-12 | Tzuo Chung Kwo | Hitch pin assembly for locking system with horizontal adjustment of shelves in display stands |
| CN104947837A (en) * | 2015-06-25 | 2015-09-30 | 宁波大学 | Prefabricated steel bar truss combined floor and splicing method thereof |
| CN106592841A (en) * | 2016-12-23 | 2017-04-26 | 中国建筑第八工程局有限公司 | Lap jointing structure of rebar truss floor support plates and stiffened steel-concrete beams and lap jointing construction method thereof |
| CN106760494A (en) * | 2016-12-17 | 2017-05-31 | 中建钢构有限公司 | One kind is exempted to support detachable steel bar truss floor support plate |
| CN107143075A (en) * | 2017-06-29 | 2017-09-08 | 浙江中益建材科技有限公司 | A kind of steel bar girder formula floor support plate |
| CN207919849U (en) * | 2017-11-29 | 2018-09-28 | 浙江中益建材科技有限公司 | A kind of type steel bar truss floor support plate |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203034655U (en) * | 2013-01-18 | 2013-07-03 | 李波 | Fabricated floorslab |
| EP3006639B1 (en) * | 2014-10-08 | 2018-08-29 | Tecnostrutture SRL | Module for slabs and metho to make said module |
| CN206438764U (en) * | 2016-12-17 | 2017-08-25 | 中建钢构有限公司 | One kind is exempted to support detachable steel bar truss floor support plate |
| CN108625485A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate end connecting joint structure and construction method |
| CN208533725U (en) * | 2018-06-04 | 2019-02-22 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate side and connection joints of steel structure structure |
| CN108625487A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure end support node structure of steel bar girder plate |
| CN108625489A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure |
| CN208472976U (en) * | 2018-06-04 | 2019-02-05 | 浙江中益建材科技有限公司 | A kind of across frame structure edge support node structure of steel bar girder plate |
| CN208472972U (en) * | 2018-06-04 | 2019-02-05 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate end connecting joint structure |
| CN208533724U (en) * | 2018-06-04 | 2019-02-22 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss edges of boards support node structure |
| CN108625486A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure edge support node structure of steel bar girder plate |
| CN208472971U (en) * | 2018-06-04 | 2019-02-05 | 浙江中益建材科技有限公司 | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure |
| CN208472975U (en) * | 2018-06-04 | 2019-02-05 | 浙江中益建材科技有限公司 | A kind of across frame structure deflecting support node structure of steel bar girder plate |
| CN208472974U (en) * | 2018-06-04 | 2019-02-05 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate end connects steel structure girder node structure |
| CN108625488A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss plate end support node structure and construction method |
| CN108625484A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss edges of boards support node structure |
| CN208472973U (en) * | 2018-06-04 | 2019-02-05 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss plate end support node structure |
-
2018
- 2018-01-30 CN CN201820155707.3U patent/CN207919849U/en active Active
- 2018-01-30 CN CN201810089804.1A patent/CN108086555B/en active Active
- 2018-03-03 CN CN201820295728.5U patent/CN208451003U/en not_active Expired - Fee Related
- 2018-12-28 WO PCT/CN2018/124693 patent/WO2019149009A1/en active Application Filing
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB560281A (en) * | 1942-11-18 | 1944-03-28 | Richard Geoffrey Robertson | Improvements in concrete beams or girders for the construction of floors and the like |
| JP2000291195A (en) * | 1999-04-02 | 2000-10-17 | Nippon Steel Corp | Composite floor slab and construction method therefor |
| CN201512951U (en) * | 2009-09-25 | 2010-06-23 | 王诚君 | Connecting device for building template splicing |
| CN102409841A (en) * | 2011-08-11 | 2012-04-11 | 青岛理工大学 | Surface formwork system for building with frame structure and application thereof |
| US20130233819A1 (en) * | 2011-09-02 | 2013-09-12 | Tzuo Chung Kwo | Hitch pin assembly for locking system with horizontal adjustment of shelves in display stands |
| CN104947837A (en) * | 2015-06-25 | 2015-09-30 | 宁波大学 | Prefabricated steel bar truss combined floor and splicing method thereof |
| CN106760494A (en) * | 2016-12-17 | 2017-05-31 | 中建钢构有限公司 | One kind is exempted to support detachable steel bar truss floor support plate |
| CN106592841A (en) * | 2016-12-23 | 2017-04-26 | 中国建筑第八工程局有限公司 | Lap jointing structure of rebar truss floor support plates and stiffened steel-concrete beams and lap jointing construction method thereof |
| CN107143075A (en) * | 2017-06-29 | 2017-09-08 | 浙江中益建材科技有限公司 | A kind of steel bar girder formula floor support plate |
| CN207919849U (en) * | 2017-11-29 | 2018-09-28 | 浙江中益建材科技有限公司 | A kind of type steel bar truss floor support plate |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
| CN108625487A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure end support node structure of steel bar girder plate |
| CN108625488A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss plate end support node structure and construction method |
| CN108625485A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder plate end connecting joint structure and construction method |
| CN108625484A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss edges of boards support node structure |
| CN108625489A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure |
| CN108625486A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure edge support node structure of steel bar girder plate |
| CN108756036A (en) * | 2018-08-14 | 2018-11-06 | 浙江中益建材科技有限公司 | A kind of assembled light steel bar truss floor support plate |
| CN110080519A (en) * | 2019-02-15 | 2019-08-02 | 浙江中益建材科技有限公司 | A kind of wooden frame floor support plate, side floor support plate and its assembled floor support plate |
| CN110094057A (en) * | 2019-05-31 | 2019-08-06 | 四川新恒钢建材有限公司新津分公司 | Detachable floor support plate bed die piece method and piece pin key |
| CN112922208A (en) * | 2021-03-30 | 2021-06-08 | 中建市政工程有限公司 | Construction method of steel bar truss floor support plate |
| CN112922209A (en) * | 2021-03-30 | 2021-06-08 | 中建市政工程有限公司 | Steel bar truss floor support plate component and floor support plate structure with same |
| CN113250366A (en) * | 2021-05-24 | 2021-08-13 | 林迟文 | Reinforced steel bar truss floor bearing plate |
| CN113250366B (en) * | 2021-05-24 | 2023-11-14 | 义乌市双江湖开发集团有限公司 | Reinforced steel bar truss floor support plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108086555B (en) | 2023-11-17 |
| WO2019149009A1 (en) | 2019-08-08 |
| CN207919849U (en) | 2018-09-28 |
| CN208451003U (en) | 2019-02-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207919849U (en) | A kind of type steel bar truss floor support plate | |
| CN103806646B (en) | The early-dismantling construction method that a kind of three-dimensional space is adjustable | |
| CN103774749A (en) | Large-span prestressed concrete F plate frame structure system | |
| CN100447363C (en) | Metal formwork with accessories for moulding concrete | |
| CN205918110U (en) | Design cylinder template reinforced structure | |
| CN105239771B (en) | A kind of unit template structure of aluminum alloy mould plate T section section bar | |
| CN208456147U (en) | A kind of reinforcing bar binding positioning device | |
| CN208167548U (en) | Forming panel is used in a kind of segmentation disposal molding construction of box arch ring | |
| CN110284729A (en) | A kind of historical building wall sectional type cutting disassembling method | |
| CN204370797U (en) | A kind of concrete floor slab construction plate device and supporting component thereof | |
| CN208472972U (en) | A kind of steel bar girder plate end connecting joint structure | |
| CN209082984U (en) | A kind of Quick Release template fixed system | |
| CN111186763B (en) | Concrete block masonry member assembling construction method and construction device | |
| CN205525748U (en) | Portable material frame | |
| CN210636660U (en) | Bottom die assembly structure based on steel bar truss floor support plate | |
| CN209721345U (en) | Detachable adjustable type hanging device for reinforced concrete column | |
| CN208996276U (en) | A kind of assembled light steel bar truss floor support plate | |
| CN208701979U (en) | Steel bar truss floor support plate and combination floor support plate | |
| CN207920073U (en) | Reinforced concrete column formwork fastener | |
| CN111764289A (en) | Novel cast-in-place suspension bracket with overhanging light structure and use method thereof | |
| RU105221U1 (en) | FORM FOR THE PRODUCTION OF REINFORCED CONCRETE PRODUCTS WITH A DEVICE FOR MECHANICAL OPENING OF BOARDS | |
| CN206942132U (en) | Hang mould and building mould in toilet | |
| CN108442343A (en) | A kind of standard module combined support device | |
| CN109184192A (en) | A kind of fixing means in Quick Release template fixed system and its fixed system | |
| CN212294380U (en) | Novel cast-in-place outrigger of light structure |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |