CN206707027U - Building engineering construction floor structure - Google Patents
Building engineering construction floor structure Download PDFInfo
- Publication number
- CN206707027U CN206707027U CN201720434545.2U CN201720434545U CN206707027U CN 206707027 U CN206707027 U CN 206707027U CN 201720434545 U CN201720434545 U CN 201720434545U CN 206707027 U CN206707027 U CN 206707027U
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- Prior art keywords
- shaped seat
- load
- hole
- screw
- bearing pillar
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Abstract
Building engineering construction floor structure, including load-bearing pillar, load-bearing pillar by reinforcing bar and coagulation local soil type into, set square is fixedly mounted in load-bearing pillar internal upper part, the upper and lower ends of set square are respectively fixedly connected with the side of U-shaped seat, by upper U-shaped seat, the U-shaped seat with forms U-shaped seat, U-shaped seat is structure as a whole with set square, the both sides of U-shaped seat are respectively provided with the first screw, under U-shaped seat bottom surface be provided with bar hole, passes through steel plate in bar hole, the upper end of steel plate is engaged with upper U-shaped seat, steel plate bottom side is fixedly connected with reinforcing bar, and two the second screws are opened up on steel plate.U-shaped seat and set square are positioned in load-bearing pillar by the utility model by steel plate, then limiting plate is connected with crossbeam by screw rod, bearing capacity is strong, increase the stability between crossbeam and load-bearing pillar, and the wing plate of below the crossbeam installation plays a supportive role to crossbeam, floor reinforcing bar platform is effectively supported, reduces cost.
Description
Technical field
The utility model belongs to construction engineering technical field, specifically a kind of building engineering construction floor structure.
Background technology
In existing building frame, beam-column connection is one of important content of its Architectural Structure Design, beam-to-column joint
Node is the significant points for transmitting bending moment and shearing, directly affects the overall performance under structure loaded condition and coupled component
Load-carrying properties.The structural soundness of current architecture storey beam-column connection is bad, and bearing capacity is not strong, while shape,
Installation is also inconvenient, and construction has potential safety hazard.
Utility model content
The utility model provides a kind of building engineering construction floor structure, the defects of to solve in the prior art.
The utility model is achieved by the following technical programs：
Building engineering construction floor structure, including load-bearing pillar, load-bearing pillar is by reinforcing bar and coagulation local soil type into load-bearing pillar internal upper part
Set square is fixedly mounted, the upper and lower ends of set square are respectively fixedly connected with the side of U-shaped seat, U-shaped seat by upper U-shaped seat and under it is U-shaped
Seat composition, U-shaped seat is structure as a whole with set square, and the both sides of U-shaped seat are respectively provided with the first screw, under U-shaped seat bottom surface be provided with bar shaped
Hole, bar hole is interior to pass through steel plate, and the upper end of steel plate is engaged with upper U-shaped seat, and steel plate bottom side is fixedly connected with reinforcing bar, steel
Two the second screws are opened up on plate, the second screw is coaxial with corresponding first center line of bolt hole respectively, the first screw, the second screw
Coordinating with bolt thread, the side of load-bearing pillar is fixedly connected with one end of several crossbeams, limiting plate is fixedly connected with the outside of set square,
Limiting plate is located at the outside of load-bearing pillar and is engaged with the top surface of crossbeam, first through hole is opened up on limiting plate, crossbeam is provided with
Second through hole, first through hole and the center line of the second through hole are coaxial, and the second through-hole wall is fixedly connected with the outer wall of support set, support
Set lower end is articulated and connected one end of at least two wing plates, and each wing plate middle inside is articulated and connected one end of connecting rod, connecting rod it is another
One end is hingedly connected the both sides of nut, and nut inner wall is provided with reverse thread, screw rod is passed through in first through hole and support set,
Screw rod can coordinate with nut thread.
Building engineering construction floor structure as described above, described reinforcing bar include horizontal reinforcement and vertical reinforcing bar.
Building engineering construction floor structure as described above, the lower end of described support set are articulated and connected the one of four wing plates
End.
The utility model has the advantages that：U-shaped seat and set square are positioned in load-bearing pillar by the utility model by steel plate,
Then limiting plate is connected with crossbeam by screw rod, and bearing capacity is strong, increases the stability between crossbeam and load-bearing pillar, and crossbeam
The wing plate of lower section installation is played a supportive role to crossbeam, and floor reinforcing bar platform is effectively supported, reduces cost；It can protect
Construction safety is demonstrate,proved to carry out.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are
Some embodiments of the utility model, for those of ordinary skill in the art, do not paying the premise of creative labor
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model；Fig. 2 is Fig. 1 I partial enlarged drawing.
Reference：The U-shaped screw 6 of seat 5 first under U-shaped seat 42 on the set square 4U types seat 41 of 1 load-bearing pillar, 2 reinforcing bar 3
The spiral shell of 7 12 screw rod of steel plate 71 second screw, 8 bolt, 9 limiting plate, 91 first through hole, 10 support set, 11 wing plate of bar hole 13
The through hole of 15 crossbeam of female 14 connecting rod 151 second.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Accompanying drawing in type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model part of the embodiment, rather than whole embodiments.Based on the implementation in the utility model
Example, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, is belonged to
The scope of the utility model protection.
Building engineering construction floor structure, as illustrated, including load-bearing pillar 1, load-bearing pillar 1 by reinforcing bar 2 and coagulation local soil type into,
Set square 3 is fixedly mounted in the internal upper part of load-bearing pillar 1, and the upper and lower ends of set square 3 are respectively fixedly connected with the side of U-shaped seat 4, U-shaped seat 4
By upper U-shaped seat 41, U-shaped seat 42 forms with, and U-shaped seat 4 is structure as a whole with set square 3, and the both sides of U-shaped seat 4 are respectively provided with the first spiral shell
Hole 5, under the U-shaped bottom surface of seat 42 be provided with bar hole 6, passes through steel plate 7 in bar hole 6, the upper end of steel plate 7 contacts with upper U-shaped seat 41 matches somebody with somebody
Close, the bottom side of steel plate 7 is fixedly connected with reinforcing bar 2, opens up two the second screws 71 on steel plate 7, the second screw 71 respectively with it is right
The center line of the first screw 5 answered is coaxial, and the first screw 5, the second screw 71 coordinate with the screw thread of bolt 8, and the side of load-bearing pillar 1 is fixed
Connect one end of several crossbeams 15, the outside of set square 3 is fixedly connected with limiting plate 9, limiting plate 9 be located at the outside of load-bearing pillar 1 and
It is engaged with the top surface of crossbeam 15, first through hole 91 is opened up on limiting plate 9, crossbeam 15 is provided with the second through hole 151, and first is logical
Hole 91 and the center line of the second through hole 151 are coaxial, and the inwall of the second through hole 151 is fixedly connected with the outer wall of support set 10, support set 10
Lower end is articulated and connected one end of at least two wing plates 11, and each middle inside of wing plate 11 is articulated and connected one end of connecting rod 14, connecting rod
14 other end is hingedly connected the both sides of nut 13, and the inwall of nut 13 is provided with reverse thread, first through hole 91 and support
Screw rod 12 is passed through in set 10, screw rod 12 can coordinate with the screw thread of nut 13.The utility model is by steel plate 7 by U-shaped seat 4 and triangle
Plate 3 is positioned in load-bearing pillar 1, and then limiting plate 9 is connected with crossbeam 15 by screw rod 12, and bearing capacity is strong, increase crossbeam 15 with
Stability between load-bearing pillar 1, and the wing plate 11 of the lower section of crossbeam 15 installation is played a supportive role to crossbeam 15, and floor reinforcing bar is put down
Platform is effectively supported, and reduces cost；It can ensure that construction safety is carried out.
Specifically, the reinforcing bar 2 described in the present embodiment includes horizontal reinforcement and vertical reinforcing bar.The structure can improve load-bearing
The bearing capacity of post 1, load-bearing pillar 1 are more stable.
One end of four wing plates 11 specifically, lower end of the support set 10 described in the present embodiment is articulated and connected.Compared with two
Wing plate 11, four wing plates 11 are supported to crossbeam 15, and crossbeam 15 is more stable.
Finally it should be noted that：Above example is only to illustrate the technical solution of the utility model, rather than its limitations；
Although the utility model is described in detail with reference to the foregoing embodiments, it will be understood by those within the art that：
It can still modify to the technical scheme described in foregoing embodiments, or which part technical characteristic is carried out etc.
With replacement；And these modifications or replacement, the essence of appropriate technical solution is departed from various embodiments of the utility model technology
The spirit and scope of scheme.
Claims (3)
1. building engineering construction floor structure, it is characterised in that：Including load-bearing pillar（1）, load-bearing pillar（1）By reinforcing bar（2）And coagulation
Local soil type is into load-bearing pillar（1）Set square is fixedly mounted in internal upper part（3）, set square（3）Upper and lower ends be respectively fixedly connected with U-shaped seat
（4）Side, U-shaped seat（4）By upper U-shaped seat（41）The U-shaped seat with（42）Composition, U-shaped seat（4）With set square（3）It is integrated knot
Structure, U-shaped seat（4）Both sides be respectively provided with the first screw（5）, under U-shaped seat（42）Bottom surface is provided with bar hole（6）, bar hole（6）Inside wear
Cross steel plate（7）, steel plate（7）Upper end and upper U-shaped seat（41）It is engaged, steel plate（7）Bottom side and reinforcing bar（2）It is fixed to connect
Connect, steel plate（7）On open up two the second screws（71）, the second screw（71）Respectively with corresponding first screw（5）Center line is same
Axle, the first screw（5）, the second screw（71）With bolt（8）Screw thread coordinates, load-bearing pillar（1）Side be fixedly connected with several crossbeams
（15）One end, set square（3）Outside be fixedly connected with limiting plate（9）, limiting plate（9）Positioned at load-bearing pillar（1）Outside and with
Crossbeam（15）Top surface be engaged, limiting plate（9）On open up first through hole（91）, crossbeam（15）It is provided with the second through hole
（151）, first through hole（91）With the second through hole（151）Center line it is coaxial, the second through hole（151）Inwall is fixedly connected with support set
（10）Outer wall, support set（10）Lower end is articulated and connected at least two wing plates（11）One end, each wing plate（11）Middle inside
Be articulated and connected connecting rod（14）One end, connecting rod（14）The other end be hingedly connected nut（13）Both sides, nut（13）It is interior
Wall is provided with reverse thread, first through hole（91）And support set（10）It is interior to pass through screw rod（12）, screw rod（12）Energy and nut（13）
Screw thread coordinates.
2. building engineering construction floor structure according to claim 1, it is characterised in that：Described reinforcing bar（2）Including water
Flat reinforcing bar and vertical reinforcing bar.
3. building engineering construction floor structure according to claim 1, it is characterised in that：Described support set（10）Under
Hold four wing plates that are articulated and connected（11）One end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720434545.2U CN206707027U (en) | 2017-04-24 | 2017-04-24 | Building engineering construction floor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720434545.2U CN206707027U (en) | 2017-04-24 | 2017-04-24 | Building engineering construction floor structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206707027U true CN206707027U (en) | 2017-12-05 |
Family
ID=60456763
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720434545.2U Expired - Fee Related CN206707027U (en) | 2017-04-24 | 2017-04-24 | Building engineering construction floor structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206707027U (en) |
-
2017
- 2017-04-24 CN CN201720434545.2U patent/CN206707027U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171205 Termination date: 20180424 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |