CN207919849U - 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
- CN207919849U CN207919849U CN201820155707.3U CN201820155707U CN207919849U CN 207919849 U CN207919849 U CN 207919849U CN 201820155707 U CN201820155707 U CN 201820155707U CN 207919849 U CN207919849 U CN 207919849U
- Authority
- CN
- China
- Prior art keywords
- support plate
- floor support
- support element
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 52
- 239000010959 steel Substances 0.000 title claims abstract description 52
- 238000009434 installation Methods 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 2
- 230000002787 reinforcement Effects 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 11
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000739 chaotic effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000004064 recycling 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
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000000465 moulding 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
- E04B5/17—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)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model is related to building material technical fields, more particularly to a kind of type steel bar truss floor support plate, it includes floor support plate, the floor support plate side with steel bar girder is detachably connected, the floor support plate other side is arranged at intervals with support element, the support element stretches out floor support plate.Support element is arranged in the downside of floor support plate in the utility model, and the support element stretches out the floor support plate left side or the right.In floor support plate splicing, support element 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 support element has also been removed while removing floor support plate, do not increase the additional workload of dismounting support element, makes reusable floor support plate and support element that there is more stable and efficient utilization.
Description
Technical field
The utility model is related 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)
By the floor support plate splicing equipped with steel bar girder, 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 are prodigious drawback, the installation and removal of fixed plate, and larger workload not only to be needed to influence the duration for the above method, and
And increase that measure for construction safety, there are security risks, considerably increase construction cost.
Invention content
The problems such as there are splicing seams to misplace, installing and dismounting is inconvenient for existing Assembled Building board, the utility model carries
For a kind of type steel bar truss floor support plate, passes through under conditions of floor support plate assembly, convenient disassembly and support element is set, reduce and spell
Seam misplaces so that the floor face of pouring molding is smooth.
To achieve the above object, technical solution provided by the utility model is：
A kind of type steel bar truss floor support plate of the utility model comprising floor support plate, the floor support plate side and reinforcing bar
Truss is detachably connected, the floor support plate other side is arranged at intervals with support element, and the support element stretches out floor support plate.The utility model,
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 the support of part, and splicing seams dislocation is existing
It even disappears as reducing；And support element has also been removed while removing floor support plate, do not increase dismounting support element and generates
Additional workload so that floor support plate and support element have more stable and efficient utilization.
Further, a part of support element stretches out support element described in floor support plate one side, another part and stretches out floor support plate
Another side.A part of support element of the utility model stretches out the floor support plate left side, and a part is stretched out on the right of floor support plate, avoided only adjacent by two
One in type steel bar truss floor support plate provides a supporting role power to another so that floor support plate uniform force, support element
With preferable supporting role, the dislocation for reducing floor support plate splicing seams may.
Further, the support element alternately stretches out floor support plate both sides.The support element of the utility model alternately stretches out building and holds
The right and left of plate, adjacent floor support plate are alternately provided a supporting role to adjacent floor support plate successively by the support element alternately stretched out
Power；Arbitrary two floor support plates with support element can splice when splicing, facilitate construction site assembled.
Further, each adjacent two support element alternately stretches out floor support plate both sides.The utility model, in support element and Lou Cheng
When board group fills, one the first from left of support element is right alternately to stretch out floor support plate, is convenient for operation, and it is chaotic existing to be less prone to support element assembly
As being also beneficial to realize mechanization, Automated assembly.
Further, two or more described support elements 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 utility model, two or more support elements stretch out the floor support plate left side, adjacent two or
Multiple support elements stretch out on the right of floor support plate, are alternately arranged according to this, are convenient for worker's assembly manipulation, and it is chaotic to be less prone to support element assembly
Phenomenon is also beneficial to realize mechanization, Automated assembly.
Further, also packet connector, the connector are equipped with card slot, and the card slot is clamped with steel bar girder, the company
Fitting is connect with floor support plate by fastener.The utility model, connector are close convenient for the connection for adjusting floor support plate and steel bar girder
Degree, link position and relative distance.The card slot of every group of connector, which is open relatively or supports or opposes, is caught in steel bar girder so that clamping is not
Easily disengage.
Further, the support element 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 utility model is also reduced while reducing fastener usage amount
The workload of support element, floor support plate and steel bar girder assembly, greatly reduces cost；Support element can be considered floor support plate and connect
The gasket of part reduces the attrition of floor support plate, enhances support of the support element to contiguous concatenation floor support plate, reduces splicing seams
The possibility of dislocation.
Further, the support element is equipped with multigroup mounting hole, and the mounting hole is slotted hole or circular hole.The utility model
The setting of multigroup mounting hole so that support element is suitble to the connection of different connection spacing, and facilitates support element from floor support plate difference
Side is stretched out.
Further, the support length is equal, and the mounting hole is placed equidistant with.The utility model, the length of support element
Spend, uniform specification identical with the position of mounting hole, when facilitating production, and being assembled with floor support plate will not confusion reigned, assembly side
Just.
Further, the support element section takes the shape of the letter U, its top side wall forms with respect to bending and reinforces side, support element U-lag
Several mounting holes are equipped on bottom along its length, support element both ends are movably installed with connecting plate；On the side wall of support element one end
Equipped with limited block, limited block bottom is connect with support element U-lag bottom, is connect with reinforcement side bottom at the top of limited block, after installation
Limited block is reinforced forming limiting slot between side and support element 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 support element mutually spliced
Hole matches.Using this programme, the two support element one end mutually spliced are connected by connecting plate so that floor support plate splicing seams gap is wrong
The possibility opened reduces, advantageous floor plates surfacing.
Further, the support element is C-type steel.C-type steel is easy buying in the market, cheap, and can meet strong
Degree demand.
Description of the drawings
Fig. 1 is utility model type steel bar truss floor support plate structural schematic diagram；
Fig. 2 is one type steel bar truss floor support plate upward 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 upward 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 element, 31- mounting holes, 302- reinforce side, 304- limited blocks, 305- limiting slots, the first support portions of 32-, the supports of 33- second
Portion, 4- connectors, 41- card slots, 5- connecting plates, 6- limit shafts, 7- hook plates axis, 8- location holes.
Specific implementation mode
The embodiments of the present invention are described below in detail, examples of the embodiments are shown in the accompanying drawings, from beginning extremely
Same or similar label indicates same or similar element or element with the same or similar functions eventually.Below with reference to
It is illustrative when the embodiment of attached drawing description, it is only used for explaining the utility model, and the limit to the utility model cannot be construed to
System.
Below in conjunction with attached drawing, a kind of type steel bar truss floor support plate according to the utility model embodiment is described.
Embodiment one
As shown in Figs. 1-3, a kind of type steel bar truss floor support plate comprising steel bar girder 1, connector 4, floor support plate 2
With support element 3.The steel bar girder 1 winds up reinforcing bar 11 and two lower edge reinforcing bars 12 including one, and two lower edge reinforcing bars 12 pass through web member steel
Muscle 13 is welded to connect with the reinforcing bar 11 that winds up respectively.The two lower edges reinforcing bar 12 is opposite to be connected with connector 4.The connector 4 wraps
The card slot 41 of the Feed-through 4 of lateral opening is included, 4 lower end of connector is equipped with threaded hole.Connector 4 is pairs of to be connected under two
On string reinforcing bar 12, the longitudinal arrangement on steel bar girder 1 of each pair of connector 4.The floor support plate 2 is connected with far from 1 side of steel bar girder
Support element 3, the support element 3 are spaced laterally apart on 2 length direction of the floor support plate, and the support element 3 alternately stretches out building
2 left and right sides of board, i.e., as shown in Fig. 2, 3 right end of a support element stretches out 2 the right of floor support plate, 2 left side of left indent floor support plate, phase
Adjacent support element 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 support element 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 connection so that support element 3 and floor support plate 2 are connect with steel bar girder 1.In some embodiments, support element 3 individually with
Floor support plate 2 connects, and floor support plate 2 is connect with connector 4, and the connection of support element 3, floor support plate 2 and connector 4 does not share fastener,
Without being isolated when recycling 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 in factory, are not limited by environment and weather, produce
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 support element 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 side of floor support plate is stretched out in 3 one end of the support element, the other end is contracted in 2 inside of floor support plate, therefore
For floor support plate 2 in splicing, the external part of support element 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 support element 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 support element is alternately stretched out
2 the right and left of floor support plate, certainly, support element 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 the support element is held more than the building
2 the right and left of floor support plate is stretched out at the width of plate 2,3 both ends of support element.Therefore the support element of adjacent type steel bar truss floor support plate
3 are dislocatedly distributed, and when splicing, 3 both ends of support element support adjacent floor support plate 2, reduce the dislocation of splicing seams.Certainly, as shown in fig. 6,
When the floor support plate 3 is wider, the intermediate position of support element 3 can also disconnect, and form a pair of of left and right ends and stretch out 2 left side of floor support plate
First support portion 32 and the second support portion 33 on right both sides.
Example IV
As shown in fig. 7, the present embodiment and embodiment one, two the difference is that, 3 U-shaped profile of the support element, branch
Opposite bending, which is formed, at the top of 3 two side of support member reinforces side 302, and the U-lag bottom of support element 3 is equipped with several along its length to be upper
Mounting hole 31,3 both ends of support element are movably installed with connecting plate 5；The side wall of 3 one end of support element is equipped with limited block 304, limited block
304 bottoms are connect with support element 3U shape slot bottoms, and 304 top of limited block is connect with 302 bottom of side is reinforced, the limited block after installation
304, reinforce forming limiting slot 305 between side 302, support element 3U shape slot bottoms, the both sides of 5 one end of connecting plate are equipped with limit shaft 6, limit
For position 6 active card of axis in limiting slot 305,5 other end of connecting plate is equipped with hook plate axis 7, and hook plate axis 7 is matched with mounting hole 3, hook
Board shaft 7 is cylinder, and 7 diameter of hook plate axis is less than 31 internal diameter of mounting hole, and the degree height of hook plate axis 7 is less than or equal to 3 thickness of support element,
Connecting plate 5 is equipped with one or more location hole 8, and location hole 8 is matched with mounting hole 31.The present embodiment is by support element
3 are fixed on 2 bottom of floor plates, and when die-filling, mounted in limiting slot 305, limiting slot 305 carries 6 active card of limit shaft of connecting plate 5
Certain space, connector 5 can also be mounted on support element 3 by the way of hinged, when connection, be first inserted into hook plate axis 7
In the mounting hole 31 of adjacent supporting piece 3, then pull to 7 one end of limit shaft, when adjacent 3 end of support element contact, location hole 8
It is just aligned with mounting hole 31, is at this time connected and fixed location hole 8 and mounting hole 31 by screw rod；Connecting plate 5 is using hinge
When connecing mode, mounting hole 31 and 3 end of support element and the length of connecting plate 5 need to be first designed.Using the knot after the present embodiment
Structure rationally, installation after floor plates surfacing, using effect is good, can demolition, can be recycled.
Left and right directional terminology described in the utility model is on floor support plate length direction as shown in Figure 2, i.e. reinforcing bar purlin
The longitudinal left and right orientation of frame.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in also be the utility model method one of embodiment, be actually not limited thereto.So if this field
Those of ordinary skill is enlightened by it, without deviating from the purpose of the present invention, without creatively design with
The similar mode of the technical solution and embodiment, all should belong to the protection range of the utility model.
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）Side and steel
Muscle truss（1）It is detachably connected, the other side is arranged at intervals with support element（3）, the support element（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 support element（3）
Stretch out the floor support plate（2）On one side, support element 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 support element（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 each adjacent two support element（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 support elements（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）, 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 support element（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 support element（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 support element（3）Section is in U
Shape, its top side wall are formed with respect to bending reinforces side（302）, support element（3）It is solid equipped with several along its length on U-lag bottom
Determine hole（31）, support element（3）Both ends are movably installed with connecting plate（5）；Support element（3）The side wall of one end is equipped with limited block
（304）, limited block（304）Bottom and support element（3）U-lag bottom connects, limited block（304）Top and reinforcement side（302）Bottom
Connection, the limited block after installation（304）, reinforce side（302）And support element（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 support element mutually spliced（3）On mounting hole（31）It matches.
10. type steel bar truss floor support plate according to claim 1, which is characterized in that the support element（3）For C-type steel.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721627241 | 2017-11-29 | ||
| CN2017216272414 | 2017-11-29 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207919849U true CN207919849U (en) | 2018-09-28 |
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 After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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 |
Country Status (2)
| Country | Link |
|---|---|
| CN (3) | CN207919849U (en) |
| WO (1) | WO2019149009A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN110206295A (en) * | 2019-02-15 | 2019-09-06 | 浙江中益建材科技有限公司 | A kind of wooden frame bearing plate |
| 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 |
Families Citing this family (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| CN115142606B (en) * | 2022-07-25 | 2024-07-19 | 江苏昊钢建筑科技有限公司 | Composite reinforced disassembly-free template 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 |
| CN118461812B (en) * | 2024-07-12 | 2024-09-13 | 西南石油大学 | Building-based spliced floor slab |
Family Cites Families (27)
| 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 |
| CN102409841B (en) * | 2011-08-11 | 2014-01-01 | 青岛理工大学 | Building surface template system with frame structure and application thereof |
| BRPI1104563A2 (en) * | 2011-09-02 | 2013-08-13 | Chung Kwo Tzuo | snap-in set for horizontal shelf adjustment locking system on display panel |
| 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 |
| CN104947837B (en) * | 2015-06-25 | 2017-04-12 | 宁波大学 | Prefabricated steel bar truss combined floor and splicing method thereof |
| 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 |
| 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 |
| CN106592841B (en) * | 2016-12-23 | 2019-03-29 | 中国建筑第八工程局有限公司 | Steel bar truss floor support plate and stiffness steel reinforced concrete beam bridging arrangement and its lapping construction method |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
-
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
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN108086555B (en) * | 2017-11-29 | 2023-11-17 | 浙江中益建材科技有限公司 | Assembled steel bar truss building carrier plate |
| CN110206295A (en) * | 2019-02-15 | 2019-09-06 | 浙江中益建材科技有限公司 | A kind of wooden frame bearing plate |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN208451003U (en) | 2019-02-01 |
| CN108086555B (en) | 2023-11-17 |
| WO2019149009A1 (en) | 2019-08-08 |
| CN108086555A (en) | 2018-05-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207919849U (en) | A kind of type steel bar truss floor support plate | |
| CN108756036A (en) | A kind of assembled light steel bar truss floor support plate | |
| KR100731593B1 (en) | A pre-fabricating forms for concrete-structure and the construction method thereof | |
| CN108625489A (en) | A kind of steel bar girder edges of boards portion and connection joints of steel structure structure | |
| CN108625485A (en) | A kind of steel bar girder plate end connecting joint structure and construction method | |
| CN208122301U (en) | A kind of floor support plate supporting apparatus | |
| CN107227842A (en) | Post-cast strip adjustable steel support system and application method | |
| CN104863296A (en) | Integrally modular steel bar truss floor plate and construction method thereof | |
| CN208533725U (en) | A kind of steel bar girder plate side and connection joints of steel structure structure | |
| CN208472972U (en) | A kind of steel bar girder plate end connecting joint structure | |
| EP3029217B1 (en) | Formwork for a hanging beam | |
| CN103470027B (en) | A kind of assembling presets the floor slab formerecting system of anchoring nut | |
| CN208918266U (en) | One kind exempting from support formula steel plate post-cast strip template structure system | |
| CN209384527U (en) | A kind of positioning card for indulging muscle positioning applied to wall beam node annular | |
| CN204370797U (en) | A kind of concrete floor slab construction plate device and supporting component thereof | |
| CN208776198U (en) | A kind of steel reinforcement cage Universal hanger | |
| CN212294380U (en) | Novel cast-in-place outrigger of light structure | |
| CN208996276U (en) | A kind of assembled light steel bar truss floor support plate | |
| CN108951983A (en) | Steel bar truss floor support plate and combination floor support plate | |
| CN208545990U (en) | A kind of detachable steel underpinning device | |
| CN209637071U (en) | A kind of laminated floor slab and assembled connecting node | |
| CN209082984U (en) | A kind of Quick Release template fixed system | |
| CN208701979U (en) | Steel bar truss floor support plate and combination floor support plate | |
| CN206987271U (en) | The compound board mounting structure of columnar cement | |
| CN218061392U (en) | Scaffold frame supports reinforcing structure for building installation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |