CN208718334U - A kind of support frame of assembled architecture cantilevered plate - Google Patents
A kind of support frame of assembled architecture cantilevered plate Download PDFInfo
- Publication number
- CN208718334U CN208718334U CN201821306640.5U CN201821306640U CN208718334U CN 208718334 U CN208718334 U CN 208718334U CN 201821306640 U CN201821306640 U CN 201821306640U CN 208718334 U CN208718334 U CN 208718334U
- Authority
- CN
- China
- Prior art keywords
- support
- floor
- cantilevered plate
- support frame
- assembled architecture
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a kind of support frame of assembled architecture cantilevered plate, and including the portal support being set on the inside of floor, the top of portal support is equipped with the card slot support of adjustment height；Several crossbeams are connected at the top of portal support by card slot support, and one end extends the overhanging section that certain length is formed outside floor, arranged in parallel between crossbeam, are used to support the weight of cantilevered plate；First support, set on the end of crossbeam overhanging section, the edge sealing beam being used to support on the outside of cantilevered plate；Brace is obliquely installed relative to floor, and one end is connected at the top of the vertical member on the outside of floor, and the other end is anchored on floor, for increasing the stability of portal support.The support frame of assembled architecture cantilevered plate provided by the utility model eliminates and sets up high carriage under cantilevered plate, reduces operating risk, improves construction efficiency.
Description
Technical field
The utility model relates to technical field of building construction, and in particular to a kind of support frame of assembled architecture cantilevered plate.
Background technique
Prefabrication refers to that some or all of building component is completed in element precast plant produced, then leads to
It crosses corresponding means of transportation and transports to construction site, component is assembled using reliable mounting means and installation machinery, is become
The construction mode for having the building using function.Compared with site operation, it is prefabricated assembled construction have it is easy for construction,
The advantages that project progress is fast, quality small to surrounding environment influence and building element is easy to get guarantee, the past, China mainly existed
That applies in industrial building is more, starts to use in civil buildings especially residential housing in recent years.With Chinese Urbanization
The quickening of process, prefabrication have also welcome new development opportunity.
Existing assembled overhanging plate supporting way is mostly used is covered with a scaffold support below cantilevered plate, such support
Mode support frame dismounts heavy workload, and requires have support platform immediately below cantilevered plate, to high-rise overhanging high up in the air (balcony) plate
High-supported formwork scaffold support is needed, operating risk is high.
Also have and add diagonal brace to support cantilevered plate (CN201710825046) using on lower layer's wall or column, or pass through dog-ear
Cantilevered plate is supported on vertical member (CN201521110523) by shape steel.However, using on lower layer's wall column plus diagonal brace or
The mode of folding angle bracket support cantilevered plate requires have continuous vertical member under plate, and no person can only support the left and right two of cantilevered plate
The supporting point of side, cantilevered plate is insufficient, is easy to topple, and furthermore the supporting way requires its lower layer's vertical member to reach enough strong
It just can serve as support cantilevered plate after degree, be unable to rapid construction, have large effect to the duration.
Utility model content
The utility model provides a kind of branch of assembled architecture cantilevered plate to make up the deficiencies in the prior art
Support eliminates and sets up high carriage under cantilevered plate, reduces operating risk, improves construction efficiency.
The utility model be reach its purpose, the technical solution adopted is as follows:
A kind of support frame of assembled architecture cantilevered plate, comprising:
Portal support is set on the inside of floor, is used to support the weight that cantilevered plate inner side frame is set a roof beam in place, including several cross members
With several vertical members, the top of the portal support is equipped with the card slot support of adjustment height；
Several crossbeams, the crossbeam are connected at the top of the portal support by the card slot support, and one end is extended
It is formed outside floor and overhangs section, it is arranged in parallel in horizontal plane between the crossbeam, it is used to support the weight of cantilevered plate；
First support, set on the end of crossbeam overhanging section, the edge sealing beam being used to support on the outside of cantilevered plate；
Brace, the brace are obliquely installed relative to floor, and one end is connected to described perpendicular on the outside of floor
To component top, the other end is anchored on floor, for increasing the stability of the portal support.
Further, the card slot support includes card slot, screw rod and nut, and one end of the screw rod is connected to the card slot
Bottom, the other end are threadedly coupled with the vertical member, and the nut is set on the screw rod, described for adjusting and locking
The height of card slot support.
Further, further include having second support, set on the middle part of crossbeam overhanging section, be used to support the overhanging
Plate.
Further, the first support, the second support are height-adjustable type setting.
Further, further include having prestressing pull rod, be vertically arranged on floor, the upper end of the prestressing pull rod and close institute
The beam-end connection of card slot support is stated, anchoring lower ends are in floor.
Further, the prestressing pull rod is equipped with draft regulator, to adjust the prestressing pull rod to the vertical structure
The pulling force size of part.
It further, further include having drag-line, one end of the drag-line is connect with the end of crossbeam overhanging section, the other end
It is anchored on the outside of the floor, for balancing the active force of the prestressing pull rod.
It further, further include having weight, the weight is set to the crossbeam close to the end of floor.
Further, the crossbeam is made of I-steel or channel steel.
Further, the cross member is connected with the vertical member using socket joint fastener type.
The utility model compared with the existing technology, has following advantageous effects:
(1) crossbeam that support frame described in the utility model is stretched out by setting eliminates the high branch set up under cantilevered plate
Support has saved material cost, reduces the risk of operation；By the way that adjustable card slot support is arranged, be conducive to tearing open for crossbeam
The adjustment of dress and height improves construction efficiency；Brace can then increase the stability of support frame entirety, prevent it from toppling outward.
(2) support frame described in the utility model may also include prestressing pull rod and drag-line, further ensure portal support
Two sides stress balance, overall structure is reliable and stable.
Detailed description of the invention
Fig. 1 is a kind of support frame structure diagram of assembled architecture cantilevered plate described in the utility model；
Fig. 2 is a kind of card slot seat structure of the support frame of assembled architecture cantilevered plate described in the utility model；
Fig. 3 is the support frame structure diagram of another assembled architecture cantilevered plate described in the utility model.
Wherein: 1- portal support；101- cross member；102- vertical member；2- card slot support；201- card slot；202- spiral shell
Bar；203- nut；3- crossbeam；4- first support；5- brace；6- second support；7- prestressing pull rod；701- draft regulator；
8- drag-line；9- floor；10- cantilevered plate；11- Vierendeel girder.
Specific embodiment
Many details are explained in the following description in order to fully understand the utility model.But this is practical new
Type can be implemented with the other modes for being much different from this description, and those skilled in the art can be without prejudice to the utility model
Similar popularization is done in the case where intension, therefore the utility model is not limited by the specific embodiments disclosed below.
Embodiment 1
Refering to fig. 1, Fig. 2 present embodiments provides a kind of support frame of assembled architecture cantilevered plate, including is set to floor 9
The portal support 1 of inside, portal support 1 are made of several cross members 101 and several vertical members 102.101 He of cross member
Vertical member 102 using socket joint fastener type connection method, it can be achieved that portal support 1 fast assembling-disassembling, improve operating efficiency.It is horizontal
It is all made of the modulus specification that 300mm or 500mm is made in steel pipe to component 101 and vertical member 102, is conducive to standard metaplasia
Production is produced, that improves steel tube component is used in turn rate.
In order to increase the stability of portal support 1, portal support 1 is at the top of the vertical member 102 in 9 outside of floor and tiltedly
Pull rod 5 connects, and the other end of brace 5 is anchored in floor 9, is allowed to form triangular structure with portal support 1, floor 9, prevent
Only portal support 1 is toppled outward because of discontinuity equalization.
The top of portal support 1 is equipped with the card slot support 2 of adjustment height, and card slot support 2 includes card slot 201,202 and of screw rod
Nut 203, wherein one end of screw rod 202 is connected to 201 bottom of card slot, and the other end is threadedly coupled with vertical member 102, nut
203 are set on screw rod 202, for adjusting and locking the height of card slot support 2.Several crossbeams 3 are plugged on by card slot support 2
The top of portal support 1, one end extends the overhanging section that certain length is formed outside floor 9, to support the weight of cantilevered plate 10.
It is arranged in parallel in horizontal plane between crossbeam 3, it uniformly carries cantilevered plate 10 and is conducive to hang to disperse the pressure of each crossbeam 3
The stability that bridging piece 10 is installed.Specifically, crossbeam 3 can using I-steel or channel steel, but it is not limited to this according to the actual situation.For
The stability of portal support 1 is further increased, weight can be added close to the end of floor 9 in crossbeam 3, reinforce gate-type branch
The vertical pressure of frame 1, ballast, which is reset, may be selected the object with larger quality such as sandbag, briquetting.
The overhanging section end of crossbeam 3 is equipped with the first support 4 of the edge sealing beam in 10 outside of support cantilevered plate, overhangs the middle part of section
The tilting moment of cantilevered plate 10 is reduced to shorten the acting force arm that the self weight of cantilevered plate 10 generates equipped with second support 6, so that
Support frame is more safe and reliable.First support 4, second support 6 are height-adjustable type setting, so as to according to cantilevered plate 10
Specific size adjusts height, improves construction efficiency, and specifically, adjustable setting, which can be used, increases cushion block or small-size jack.
It is as follows using the overhanging method of plate installation of support frame provided in this embodiment:
S1, portal support 1 is mounted on to 9 inside of floor, the brace 5 being obliquely installed is installed, one end of brace 5 is connected
It connects at 102 top of vertical member close to 9 outside of floor, the other end is anchored on floor 9；
S2, the height for adjusting 1 top card slot support 2 of portal support install crossbeam 3；One end of crossbeam 3 is plugged on card slot
In support 2, the other end stretches out outside floor 9 the overhanging section for forming certain length, and first support 4 is mounted on to the end of overhanging section,
Second support 6 is mounted on the middle part of overhanging section；
S3, inner side frame is set a roof beam in place on 3 one end of crossbeam that 11 are lifted on portal support 1, makees Vierendeel girder 11 itself
For the ballast of crossbeam 3；
S4, cantilevered plate 10 is lifted in the overhanging section of crossbeam 3, the edge sealing beam of cantilevered plate 10 is against in first support 4, is hanged
The plate body of bridging piece 10 is against in second support 6；
S5, cast-in-place layer concrete is poured, completes 10 construction operation of cantilevered plate；After age is determined in concrete arrival, gate-type is removed
Bracket 1 and brace 5.
Embodiment 2
Refering to Fig. 3, the support frame of another device formula cantilevered plate is present embodiments provided, not with the structure of embodiment 1
It is with place, further includes having:
The prestressing pull rod 7 being vertically arranged on floor 9, the upper end of prestressing pull rod 7 and 3 end of crossbeam close to card slot support 2
Portion's connection, anchoring lower ends, to improve the vertical draw knot force of portal support 1, prevent portal support 1 from toppling outward in floor 9.In advance
Power pull rod 7 is equipped with draft regulator 701, to adjust prestressing pull rod 7 at any time to the pulling force size of vertical member 102.
One end of drag-line 8, drag-line 8 is connect with the end that crossbeam 3 overhangs section, and the other end is anchored at 9 outside of floor, for putting down
The active force of weighing apparatus prestressing pull rod 7.When prefabricated frame set a roof beam in place 11 liftings it is in place after, downward active force is generated to the overhanging end of crossbeam 3,
The active force of drag-line 8 can be reduced to zero.
Using the overhanging method of plate installation of support frame provided in this embodiment, with the step of embodiment 1 the difference is that:
S2, the height for adjusting 1 top card slot support 2 of portal support install crossbeam 3；One end of crossbeam 3 is plugged on card slot
In support 2, the other end stretches out outside floor 9 the overhanging section for forming certain length, and first support 4 is mounted on to the end of overhanging section,
Second support 6 is mounted on the middle part of overhanging section；The prestressing pull rod 7 for installing 3 medial end of connecting cross beam and floor 9, according to design
It is required that adjusting the pulling force of prestressing pull rod 7；The drag-line 8 that connecting cross beam 3 overhangs 9 outside of section end and floor is installed.
The step of other structures and installation method, details are not described herein with embodiment 1.
Finally, it should be noted that the above is only the preferred embodiment of the utility model, it is not limited to practical
It is novel, although the utility model is described in detail referring to embodiment, for those skilled in the art, according to
It is so possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is equally replaced
It changes, but within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should all include
It is within the protection scope of the utility model.
Claims (10)
1. a kind of support frame of assembled architecture cantilevered plate characterized by comprising
Portal support, including several cross members and several vertical members composition, the top of the portal support are equipped with adjustable height
The card slot support of degree；
Several crossbeams, the crossbeam are connected at the top of the portal support by the card slot support, and one end extends floor
Outer formation overhangs section, arranged in parallel in horizontal plane between the crossbeam；
First support, set on the end of crossbeam overhanging section；
Brace, the brace are obliquely installed relative to floor, and one end is connected to the vertical structure on the outside of floor
At the top of part, the other end is anchored on floor.
2. the support frame of assembled architecture cantilevered plate according to claim 1, it is characterised in that: the card slot support includes
Card slot, screw rod and nut, one end of the screw rod are connected to the card slot bottom, and the other end and the vertical member screw thread connect
It connects, the nut is set on the screw rod.
3. the support frame of assembled architecture cantilevered plate according to claim 1 or 2, which is characterized in that further include: second
Frame, set on the middle part of crossbeam overhanging section.
4. the support frame of assembled architecture cantilevered plate according to claim 3, it is characterised in that: the first support, institute
Stating second support is height-adjustable type setting.
5. the support frame of assembled architecture cantilevered plate according to claim 1 or 4, which is characterized in that further include: prestressing is drawn
Bar is vertically arranged on floor, and the upper end of the prestressing pull rod is connect with the beam-end close to the card slot support, under
End is anchored in floor.
6. the support frame of assembled architecture cantilevered plate according to claim 5, it is characterised in that: set on the prestressing pull rod
There is draft regulator, to adjust the prestressing pull rod to the pulling force size of the vertical member.
7. the support frame of assembled architecture cantilevered plate according to claim 6, which is characterized in that further include: drag-line, it is described
One end of drag-line is connect with the end of crossbeam overhanging section, and the other end is anchored on the outside of the floor.
8. the support frame of assembled architecture cantilevered plate according to claim 1 or claim 7, which is characterized in that further include: ballast dress
It sets, the weight is set to the crossbeam close to the end of floor.
9. the support frame of assembled architecture cantilevered plate according to claim 1 or claim 7, it is characterised in that: the crossbeam uses
I-steel or channel steel are made.
10. the support frame of assembled architecture cantilevered plate according to claim 1 or claim 7, it is characterised in that: the cross member
It is connected with the vertical member using socket joint fastener type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821306640.5U CN208718334U (en) | 2018-08-14 | 2018-08-14 | A kind of support frame of assembled architecture cantilevered plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821306640.5U CN208718334U (en) | 2018-08-14 | 2018-08-14 | A kind of support frame of assembled architecture cantilevered plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208718334U true CN208718334U (en) | 2019-04-09 |
Family
ID=65977592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821306640.5U Active CN208718334U (en) | 2018-08-14 | 2018-08-14 | A kind of support frame of assembled architecture cantilevered plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208718334U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729640A (en) * | 2018-08-14 | 2018-11-02 | 广州建筑产业研究院有限公司 | A kind of supporting rack of assembled architecture cantilevered plate and overhanging method of plate installation |
| CN110439172A (en) * | 2019-08-09 | 2019-11-12 | 广东玖米空间科技有限公司 | Assembled architecture ceiling suspension system and its furred ceiling attachment device |
| CN112796512A (en) * | 2021-01-28 | 2021-05-14 | 哈尔滨达城绿色建筑股份有限公司 | Construction supporting system and construction method for assembled prestressed hollow slab floor |
-
2018
- 2018-08-14 CN CN201821306640.5U patent/CN208718334U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729640A (en) * | 2018-08-14 | 2018-11-02 | 广州建筑产业研究院有限公司 | A kind of supporting rack of assembled architecture cantilevered plate and overhanging method of plate installation |
| CN108729640B (en) * | 2018-08-14 | 2023-11-03 | 广州建筑产业研究院有限公司 | Mounting method of cantilever plate of assembled building |
| CN110439172A (en) * | 2019-08-09 | 2019-11-12 | 广东玖米空间科技有限公司 | Assembled architecture ceiling suspension system and its furred ceiling attachment device |
| CN112796512A (en) * | 2021-01-28 | 2021-05-14 | 哈尔滨达城绿色建筑股份有限公司 | Construction supporting system and construction method for assembled prestressed hollow slab floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105604334B (en) | A kind of rapid constructing method for large span steel truss integral installation | |
| CN208718334U (en) | A kind of support frame of assembled architecture cantilevered plate | |
| CN209114332U (en) | A kind of long big section bent cap bracket system of overhanging | |
| CN109267487A (en) | A kind of long big section bent cap bracket system of overhanging | |
| CN207294093U (en) | A kind of large span steel truss integral lifting apparatus | |
| CN108729640A (en) | A kind of supporting rack of assembled architecture cantilevered plate and overhanging method of plate installation | |
| CN208586899U (en) | A kind of support frame with oblique jacking | |
| CN207032062U (en) | Tower with suspended cable available for Large-span Steel Box Beam construction | |
| CN106958233B (en) | For pouring the hydraulic self-lifting formula cantilever form construction method of Arch Dam Concrete | |
| CN108797380B (en) | Suspension construction device and construction method for suspension irrigation continuous beam bracket | |
| CN209145020U (en) | A kind of assembled beam building roof structure and its height adjusting system | |
| CN218292929U (en) | Support frame of hoop on civil engineering structure beam | |
| CN208685789U (en) | Support system for prefabricated balcony | |
| CN204252083U (en) | Arch dam bracket hangs plate device by the feet entirely | |
| CN208748518U (en) | A kind of formwork for placing support device | |
| CN215802536U (en) | Novel hyperboloid curtain skeleton | |
| CN109797964A (en) | A kind of lifting platform system of integrated tower crane | |
| CN209780229U (en) | Jacking platform system of integrated tower crane | |
| CN206530037U (en) | A kind of elevating platform assembly for Construction of Silo | |
| CN209011132U (en) | A kind of fixed foundation pit berm structure of assembled two point | |
| CN207553651U (en) | A kind of support device for the composite beam construction stage | |
| CN209568359U (en) | A kind of falsework for the construction of outer-enwraped type Guard fence base | |
| CN208718082U (en) | A kind of adjustment device for overhanging steel structure | |
| CN208501499U (en) | A kind of bent cap bracket installation jacking system | |
| CN207276133U (en) | A kind of jacking apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |