CN207160217U - Building frame construction provided with side bar - Google Patents
Building frame construction provided with side bar Download PDFInfo
- Publication number
- CN207160217U CN207160217U CN201721009348.2U CN201721009348U CN207160217U CN 207160217 U CN207160217 U CN 207160217U CN 201721009348 U CN201721009348 U CN 201721009348U CN 207160217 U CN207160217 U CN 207160217U
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- CN
- China
- Prior art keywords
- side bar
- cantilever beams
- prefabricated
- building
- board
- 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.)
- Withdrawn - After Issue
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Abstract
The utility model discloses a kind of building frame construction provided with side bar, including：Main frame structure（10）And its outside Cantilever Beams（5）, it is supported on Cantilever Beams（5）Side bar（6）, it is arranged on main frame structure（10）And side bar（6）Between outer floor（32）；The side bar（6）And Cantilever Beams（5）Using prefabricated component and reserved exposed steel bar, the side bar（6）It is provided with vertical breast board（61）With interim security guardrail（62）, Cantilever Beams（5）For the beam shell structure provided with interior recess；Outer floor（32）For superimposed sheet, its underpart uses prefabricated board（321）；The prefabricated board（321）, side bar（6）And Cantilever Beams（5）Top cast-in-place concrete so that three be linked together.For building frame construction of the present utility model without sealing template in architecture enclosing and building outer falsework, the position of curtain wall reservation member is more accurate, can more effectively reduce Contraction in Site amount, effectively improve efficiency of construction.
Description
Technical field
A kind of building structure, more particularly to a kind of frame structure provided with side bar are the utility model is related to, suitable for all
The building of frame structure or frame-shear structure.
Background technology
Traditional building frame construction provided with side bar using cast-in-place construction technique, especially skyscraper, during construction
Building external needs to seal template, builds outer falsework, and not only consuming man-hour, cost are higher, and potential safety hazard is larger.In addition,
Modern architecture much uses curtain wall type exterior wall design, and this just needs the pre-buried curtain wall embedded part in architecture construction to be used to fix curtain
Wall, but often error is larger for the pre-buried accessory reserved during traditional cast-in-place construction, makes curtain wall be difficult to accurately install.In addition
Also curtain wall fire wall is also required to secondary cast-in-place at the construction field (site), more time-consuming.
Utility model content
The technical problems to be solved in the utility model is to provide one kind without sealing template in building external and building outer work
Make frame, the building frame construction provided with side bar of Contraction in Site amount can be greatly reduced.
The technical scheme in the invention for solving the above technical problem is to design a kind of building frame provided with side bar
Structure, including：The main frame structure being made up of column, beam and interior floor, the Cantilever Beams being arranged on outside the main frame structure, branch
Hold in the side bar of the Cantilever Beams, the outer floor being arranged between the main frame structure and side bar.
The side bar is provided with vertical breast board and interim security guardrail using prefabricated component and reserved exposed steel bar, the side bar；
For the Cantilever Beams using prefabricated component and reserved exposed steel bar, the prefabricated Cantilever Beams are the beam shell structure provided with interior recess；It is described
Outer floor is superimposed sheet, and its underpart uses prefabricated board；The top cast-in-place concrete of the prefabricated board, side bar and Cantilever Beams will be so that will
Three links together.
The vertical breast board of the side bar is provided with multiple recesses, and the indent presets curtain wall embedded part.
At the construction field (site), cast concrete in the recess, curtain wall fire wall is formed together with the vertical breast board.
In the corner of building, the beam shell structure of recess is set outside corner in the periphery connection of floor.
The side bar and its vertical breast board are integrated prefabricated, and the interim security guardrail passes through pre-buried on vertical breast board
Connector is fixed on vertical breast board.
The interior floor of the main frame structure is superimposed sheet, and its underpart uses prefabricated board, and it is recessed that the beam uses top to be provided with
Position and the prefabricated component of reserved exposed steel bar, at the top of the prefabricated board of the interior floor and beam top cast-in-place concrete so as to it is described outside
Floor, side bar and Cantilever Beams link together.
Compared with the existing technology compared with the building frame construction of the present utility model provided with side bar compared with prior art, has
Have the following advantages：
1. using complete prefabricated side bar, vertical breast board and interim security guardrail are installed, connecting node is without outer on side bar
Plate is sealed, building periphery effectively reduces the workload at scene completely without outer falsework is built, and it is existing can also to reduce construction
Field building waste, improves efficiency of construction, worker's all cage operations in building, safety of workers is guaranteed；
2. curtain wall reservation member is embedded on prefabricated side bar in advance in factory, position precision is high, can accelerate and improve curtain wall
Installation；
3. the vertical breast board set on side bar is carried out in factory, job site can be reduced as the fire wall of curtain wall
Secondary cast-in-place workload.
Brief description of the drawings
Fig. 1 is the schematic perspective view for the building frame construction that the utility model is provided with side bar；
Fig. 2 is the floor map for the building frame construction that the utility model is provided with side bar；
Fig. 3 is the 1-1 profiles in Fig. 2；
Fig. 4 is the 2-2 profiles in Fig. 2；
Fig. 5 is the 3-3 profiles in Fig. 2；
Fig. 6 is the 4-4 profiles in Fig. 2；
Fig. 7 is the 5-5 profiles in Fig. 2；
Fig. 8 is the structural representation of the side bar 6（Its reserved exposed steel bar is not shown）；
Fig. 9 is the structural representation of the Cantilever Beams 5（Its reserved exposed steel bar is not shown）；
Figure 10 is the schematic diagram of step A in the utility model building frame construction construction method；
Figure 11 is the schematic diagram of step B in the utility model building frame construction construction method；
Figure 12 is the schematic diagram of step C in the utility model building frame construction construction method；
Figure 13 is the schematic diagram of step D in the utility model building frame construction construction method；
Figure 14 is the schematic diagram of step E in the utility model building frame construction construction method；
Figure 15 is the schematic diagram of step F in the utility model building frame construction construction method.
Embodiment
It is described in further detail below in conjunction with the most preferred embodiment shown in accompanying drawing.
As depicted in figs. 1 and 2, the building frame construction of the present utility model provided with side bar includes：Main frame structure 10, set
Cantilever Beams 5 in the periphery of the main frame structure 10, it is supported on the side bar 6 of the Cantilever Beams 5 and is arranged on the main frame structure
Outer floor 32 between 10 and side bar 6.Wherein, the main frame structure 10 is made up of column 1, beam 2 and interior floor 31.
As shown in figure 8, the side bar 6 designs for simply supported beam, using prefabricated component and reserved exposed steel bar（Not shown in figure）,
The outer rim of the side bar 6 is prefabricated with vertical breast board 61 and the interim security guardrail 62 on vertical breast board 61, and thus construction is existing
Field connecting node need not set peripheral shrouding, and building periphery need not build outer falsework completely, and worker all make in building by cage
Industry, safety are guaranteed.In addition, being provided with a recess 63 every a segment distance on the vertical breast board 61, preset at the recess 63
There is curtain wall embedded part, due to being pre-buried in factory, the position precision of curtain wall embedded part is very high, is advantageous to the accurate quick peace of curtain wall
Dress.At the construction field (site), toward cast concrete in the recess 63, it is allowed to form curtain wall fire prevention together with the vertical breast board 61
Wall, without secondary cast-in-place fire wall at the construction field (site) again, greatly save man-hour.
As shown in figure 9, the Cantilever Beams 5 are also using prefabricated component and reserved exposed steel bar（Not shown in figure）, this is prefabricated
Cantilever Beams 5 be the beam shell structure provided with interior recess, it includes bottom plate 51 and the vertical side plate 52 of both sides.Wherein, bottom plate 51
Outer end more extends outward one section than the outer end of biside plate 52, and as shown in Figure 6 and Figure 7, the extension section support of the bottom plate 51 is in two
The bottom of side girders 6 and vertical breast board 61.
The outer floor 32 is overlapping harden structure, and its underpart uses prefabricated board 321, and top then uses cast-in-place structural.Such as Fig. 1
Shown in Fig. 3, in the corner of building, floor 33 outside square corner is additionally provided with, floor 33 is also that overlapping is hardened outside the corner
Structure, for its periphery support at the top of the beam shell structure that recess is set in four, this four beam shell structures are horizontal and vertical two respectively
Bar Cantilever Beams 5, transverse beam shell structure 71 and vertical beam shell structure 72.During site operation, as shown in Fig. 4, Fig. 5 and Figure 14, in institute
The top cast-in-place concrete of prefabricated board 321, side bar 6, Cantilever Beams 5 and beam shell structure 71 and 72 is stated so that above-mentioned structural member be connected
Knot is together.
In embodiment of the present utility model, as shown in Figs. 13 and 14, the interior floor 31 of the main frame structure 10 is also folded
Board structure, its underpart use prefabricated board 311, and the beam 2 uses top to be provided with recess and reserves the prefabricated component of exposed steel bar, existing
During the construction of field, at the top of the prefabricated board of the interior floor 31 and at the top of the outer floor 32 of the top of beam 2 and periphery, Cantilever Beams 5 and side bar 6
Cast-in-place concrete together, so that main frame structure 10 links together with outer floor 32, side bar 6 and the Cantilever Beams 5.This knot
Structure can greatly reduce work on the spot amount, accelerating construction progress.
The side bar 6 and its vertical breast board 61 are integrated prefabricated, the interim security guardrail 62 and the vertical breast board
61 are fixed together by connector pre-buried on vertical breast board 61, and this structure can reduce the size of independent component, favorably
In the transport and lifting of side bar 6.
The construction method of building frame construction of the present utility model provided with side bar comprises the following steps：
A. as shown in Figure 10, N floors face has been cleared up, has prepared current floor construction, now, has been completed on the N floors face
Column 1 pours；
B. as shown in figure 11, the branch of the cantilevered structure outside stationary main frame structure 10 is installed using completed column 1
Support 84, and hang the safety guard net 9 of periphery；
C. as shown in figure 12, the support frame 81 of main frame structure 10 is installed, prepares the lifting of precast beam 2 and prefabricated board；
D. as shown in figure 13, the prefabricated board 311 of hoisting prefabricated beam 2 and main frame structure 10, pacified using completed column 1
The reinforcement hound 82 of rim beam, the prefabricated board 321 of hoisting prefabricated Cantilever Beams 5, prefabricated side bar 6 and outer floor 32, will pacify temporarily
The vertical breast board 61 of full railing 62 and prefabricated side bar 6 is fixed together by connector pre-buried thereon；Due to prefabricated side
Beam 6 is provided with vertical breast board 61 and interim security guardrail 62, and job site connecting node need not set peripheral shrouding, building periphery
Outer falsework need not be built completely；
E. as shown in figure 14, independent support member 83 is established in the lower section of the precast beam 2 and prefabricated board 311, in precast beam
2nd, simultaneously cast-in-place concrete will be all for prefabricated board 311 and 321 and 331, prefabricated Cantilever Beams 5 and the good reinforcing bar of the top colligation of prefabricated side bar 6
Structural member links together, while the cast concrete in the recess 63 of the vertical breast board 61 of the side bar 6；
F. as shown in figure 15, when cast-in-place concrete strength reaches requirement, support frame 81 and the safety for removing n-th layer are anti-
Protecting wire net 9, interim security guardrail 62, which then retains to construction, to be finished.
The construction of multiple floors can be then completed according to above-mentioned operation circulate operation.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (6)
1. a kind of building frame construction provided with side bar, including：By column（1）, beam（2）With interior floor（31）The main frame of composition
Structure（10）, it is arranged on the main frame structure（10）Outside Cantilever Beams（5）, it is supported on the Cantilever Beams（5）Side bar（6）,
It is arranged on the main frame structure（10）And side bar（6）Between outer floor（32）；It is characterized in that：
The side bar（6）Using prefabricated component and reserved exposed steel bar, the side bar（6）It is provided with vertical breast board（61）With interim safety
Railing（62）；The Cantilever Beams（5）Using prefabricated component and reserved exposed steel bar, the prefabricated Cantilever Beams（5）For provided with interior recess
Beam shell structure；The outer floor（32）For superimposed sheet, its underpart uses prefabricated board（321）；The prefabricated board（321）, side bar
（6）And Cantilever Beams（5）Top cast-in-place concrete so that three be linked together.
2. the building frame construction according to claim 1 provided with side bar, it is characterised in that：The side bar（6）It is vertical
Breast board（61）It is provided with multiple recesses（63）, the recess（63）The default curtain wall embedded part in place.
3. the building frame construction according to claim 2 provided with side bar, it is characterised in that：At the construction field (site), it is described recessed
Mouthful（63）Interior cast concrete, with the vertical breast board（61）Curtain wall fire wall is formed together.
4. according to the building frame construction provided with side bar described in claim 1,2 or 3, it is characterised in that：At the angle of building
Portion, the beam shell structure of recess is set outside corner in the periphery connection of floor.
5. according to the building frame construction provided with side bar described in claim 1,2 or 3, it is characterised in that：The side bar（6）And
Its vertical breast board（61）It is integrated prefabricated, the interim security guardrail（62）Pass through vertical breast board（61）Upper pre-buried connector
It is fixed on vertical breast board（61）.
6. according to the building frame construction provided with side bar described in claim 1,2 or 3, it is characterised in that：The main frame knot
Structure（10）Interior floor（31）For superimposed sheet, its underpart uses prefabricated board, the beam（2）Recess is provided with using top and reserved outer
Reveal the prefabricated component of reinforcing bar, the interior floor（31）Prefabricated board at the top of and beam（2）Top cast-in-place concrete so as to the outer building
Plate（32）, side bar（6）And Cantilever Beams（5）Link together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721009348.2U CN207160217U (en) | 2017-08-14 | 2017-08-14 | Building frame construction provided with side bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721009348.2U CN207160217U (en) | 2017-08-14 | 2017-08-14 | Building frame construction provided with side bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207160217U true CN207160217U (en) | 2018-03-30 |
Family
ID=61716620
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721009348.2U Withdrawn - After Issue CN207160217U (en) | 2017-08-14 | 2017-08-14 | Building frame construction provided with side bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207160217U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313506A (en) * | 2017-08-14 | 2017-11-03 | 有利华建筑预制件（深圳）有限公司 | Building frame construction and its construction method provided with side bar |
| CN114991525A (en) * | 2022-07-08 | 2022-09-02 | 安徽工业大学 | Floor corner separation device and reinforcement method for guaranteeing functions of strong columns and weak beams |
-
2017
- 2017-08-14 CN CN201721009348.2U patent/CN207160217U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313506A (en) * | 2017-08-14 | 2017-11-03 | 有利华建筑预制件（深圳）有限公司 | Building frame construction and its construction method provided with side bar |
| CN107313506B (en) * | 2017-08-14 | 2022-12-23 | 有利华建筑预制件（深圳）有限公司 | Building frame structure with boundary beam and construction method thereof |
| CN114991525A (en) * | 2022-07-08 | 2022-09-02 | 安徽工业大学 | Floor corner separation device and reinforcement method for guaranteeing functions of strong columns and weak beams |
| CN114991525B (en) * | 2022-07-08 | 2024-02-06 | 安徽工业大学 | Floor corner disengaging device for guaranteeing functions of strong column and weak beam and reinforcing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180330 Effective date of abandoning: 20221223 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20180330 Effective date of abandoning: 20221223 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |