CN210002946U - Inclination type building floor support frame - Google Patents
Inclination type building floor support frame Download PDFInfo
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- CN210002946U CN210002946U CN201920396367.8U CN201920396367U CN210002946U CN 210002946 U CN210002946 U CN 210002946U CN 201920396367 U CN201920396367 U CN 201920396367U CN 210002946 U CN210002946 U CN 210002946U
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Abstract
The utility model discloses an inclination formula building floor support frame, relate to floor support frame technical field, it includes the support frame body and with this body coupling's of support frame inclination floor, the support frame body includes the support post, crossbeam and backup pad, the crossbeam supports the center department at the inclination floor, the lower terminal surface of inclination floor passes through the slide rail, slider joint support board, the other end of backup pad is fixed on the slide sleeve, the slide sleeve cup joints on the support post, and fix by the locating pin.
Description
Technical Field
The utility model relates to a building floor supports technical field, specifically is rake formula building floor support frame.
Background
The prior supporting method of the steel structure cantilever floor mainly adopts a floor scaffold for supporting, and the technical defects are that the floor scaffold is difficult to erect and construct when the floor height is higher or the cantilever floor is positioned at a higher layer, the construction cost is higher, the construction period is long and the potential safety hazard is larger, so that the traditional construction method has the defects of resource waste, high comprehensive construction cost, influence on the construction period and the like.
To the above-mentioned problem, patent application No. 201220048591.6 discloses steel construction floor support frame of encorbelmenting, including fixture, two pivots, adjustable support, layer board, its pivot welding is on fixture, pivot welding is on the layer board in addition, three square steel pipes of adjustable support weld on fixture, root welding is in pivots, root welding is in another pivot, and three square steel pipes are connected at and play, fixture are fixed in the girder steel lower flange through the bolt, the layer board supports the structure of encorbelmenting.
The technical scheme has the problems that the supporting force point is single , the supporting force point cannot be adjusted according to building floor slabs with different weight grades, each structural component is designed in a factory, the matching use value is high, the adjustability is low, accessories can only be suitable for supporting weight-grade floor slabs, and the adjusting support is arranged in a suspended mode, so that the construction is inconvenient when the adjusting support is installed manually, the process is complex, and the labor is consumed.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a supporting role of inclination floor that the purpose can be applicable to different weight grades has simple structure, construction convenience, and support force point advantage such as adjustable to satisfy the construction demand of current actual building floor, solved among the above-mentioned background art support frame support force point list , can't carry out the problem that support force point was adjusted according to the building floor of different weight grades.
The inclination type building floor support frame comprises a support frame body and an inclination floor connected with the support frame body, wherein the support frame body comprises a support upright post, a cross beam and a support plate, the bottom of the support upright post is fixedly welded on a horizontal base, the top of the support upright post is fixedly welded with the cross beam, the cross beam is supported at the center of the inclination floor, slide rails are arranged on the two sides of the cross beam on the lower end surface of the inclination floor, two ends of the slide rails are fixedly installed with the inclination floor through anchor bolts, slide blocks are embedded on the slide rails and fixedly connected with the support plate, the other end of the support plate is fixed on a slide sleeve which is sleeved on the support upright post, a positioning pin used for limiting the slide sleeve is further arranged on the support upright post, the end of the positioning pin penetrates through the support upright post, the other end of the positioning pin is connected with.
Preferably, the cross beam and the dip angle floor are arranged in the same width.
Preferably, the support plates are obliquely provided with a plurality of groups and are symmetrically distributed around the support upright.
Preferably, the positioning pins are longitudinally distributed on the supporting upright column at equal intervals.
Preferably, the sliding sleeve slides up and down along the support upright.
Preferably, the support plate moves synchronously with the sliding sleeve.
Preferably, the tail end of the sliding rail is provided with a limiting block for limiting the sliding distance of the sliding block.
The utility model provides an inclination formula building floor support frame, this inclination formula building floor support frame, through be provided with gliding sliding sleeve from top to bottom on the support post, the sliding sleeve is connected with the triangle-shaped backup pad that the multiunit tilting set up, the ends in addition of triangle-shaped backup pad slide along terminal surface under the inclination floor through the slider structure, make the supporting force point of whole backup pad adjustable, thereby can be applicable to the supporting role of the inclination floor of different weight grades, and the concrete column has simple structure, and is convenient for construction, supporting force point advantages such as adjustable, in order to satisfy the construction demand of current actual building floor.
Drawings
Fig. 1 is a schematic overall structure diagram of the present invention;
FIG. 2 is a diagram illustrating the usage of the present invention;
fig. 3 is an enlarged view of a portion of fig. 1 according to the present invention;
fig. 4 is a side view of the present invention;
fig. 5 is a partial cross-sectional view of fig. 4 according to the present invention.
In the figure: 1, a support frame body, 101 support columns, 102 cross beams, 103 support plates, 104 horizontal bases, 105 sliding rails, 106 anchor bolts, 107 sliding blocks, 108 sliding sleeves, 109 positioning pins, 110 springs, 111 central columns and 2-dip-angle floor slabs.
Detailed Description
Referring to fig. 1-5, the utility model provides technical solutions, the inclination type building floor support frame includes a support frame body 1 and an inclination floor 2 connected with the support frame body 1, the support frame body 1 includes a support upright 101, a cross beam 102 and a support plate 103, the bottom of the support upright 101 is fixedly welded on a horizontal base 104, the top of the support upright 101 is fixedly welded with the cross beam 102, the cross beam 102 is supported at the center of the inclination floor 2, the lower end face of the inclination floor 2 is provided with slide rails 105 at both sides of the cross beam 102, both ends of the slide rails 105 are fixedly mounted with the inclination floor 2 through anchor bolts 106, the slide rails 105 are slidably embedded with slide blocks 107, the slide blocks 107 are fixedly connected with the support plate 103, the other end of the support plate 103 is fixed on a slide sleeve 108, the slide sleeve 108 is sleeved on the support upright 101, the support upright 101 is further provided with a positioning pin 109 for limiting the slide sleeve 108, the end of the positioning pin 109 penetrates through the support upright 101, the other end is connected with a spring 110 fixed on the center post 111, and.
In this embodiment, the cross beam 102 and the inclined floor 2 are arranged in the same width, so that the cross beam 102 can effectively support the inclined floor 2.
In this embodiment, the supporting plate 103 is provided with a plurality of groups in an inclined manner, and is symmetrically distributed around the supporting column 101, so that a better supporting effect can be achieved, and the gravity distribution of the inclined angle floor slab 2 is facilitated.
In this embodiment, the positioning pins 109 are longitudinally and equidistantly distributed on the supporting upright 101 in multiple groups, so that the positioning pins 109 can fix the sliding sleeve 108 at different positions.
In this embodiment, the sliding sleeve 108 slides up and down along the supporting upright 101, and drives the supporting plate 103 to move synchronously with the sliding sleeve 108, and the supporting plate 103 moves transversely along the sliding rail 105 through the sliding block 107, so that the supporting area of the whole supporting plate 103 can be adjusted
In this embodiment, the end of the slide rail 105 is further provided with a limiting block for limiting the sliding distance of the slide block 107, so as to prevent the slide block 107 from sliding out of the slide rail 105.
During use, aiming at the bearing structure of the inclined floor slab 2, the support upright 101 is placed at the center of the lower end face of the inclined floor slab 2 in advance, the cross beam 102 is abutted on the inclined floor slab 2, then the sliding rails 105 are installed on two sides of the cross beam 102, two ends of the sliding rails 105 are fixed on the lower end face of the inclined floor slab 2 through the anchor bolts 106, the sliding blocks 107 are embedded in the sliding rails 105, the sliding blocks 107 can slide along the sliding rails 105, then the ends of the support plate 103 are welded and fixed on the sliding blocks 107, in addition, ends are welded and fixed on the sliding sleeves 108, the sliding sleeves 108 are sleeved on the support upright 101 in a sliding manner in advance, so that when the sliding sleeves 108 slide up and down along the support upright 101, the support plate 103 is synchronously driven to slide along the sliding rails 105, the support force area of the whole support plate 103 is adjustable, and therefore the support function of the inclined floor slab 2 with different weight levels can be applied, in order to position the support force point of the support plate 103, the positioning pin 109 is further arranged on the support upright 101 as a push-button structure which can be pressed, so that the support upright 2 can be applied to the support frame 2 with the support floor slab 2 with the simple construction requirements of the support frame, and the support frame can be applied to the construction of the construction.
The above only is the preferred embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent flow changes made by the contents of the specification and the drawings, or directly or indirectly applied to other related technical fields, are included in the same way in the protection scope of the present invention.
Claims (7)
1. The inclination type building floor support frame comprises a support frame body and an inclination floor connected with the support frame body, and is characterized in that the support frame body comprises a support upright, a cross beam and a support plate, the bottom of the support upright is fixedly welded on a horizontal base, the top of the support upright is fixedly welded with the cross beam, the cross beam is supported at the center of the inclination floor, slide rails are arranged on two sides of the cross beam on the lower end surface of the inclination floor, two ends of the slide rails are fixedly mounted with the inclination floor through anchor bolts, slide blocks are slidably embedded on the slide rails and fixedly connected with the support plate, the other end of the support plate is fixed on a slide sleeve which is sleeved on the support upright, a positioning pin used for limiting the slide sleeve is further arranged on the support upright, the end of the positioning pin penetrates through the support upright, the other end of the positioning pin is connected with a spring, and the.
2. The tilt-angle building floor support frame of claim 1, wherein: the cross beam and the inclination angle floor slab are arranged in an equal width mode.
3. The tilt-angle building floor support frame of claim 1, wherein: the backup pad is the tilting and is provided with the multiunit to be the symmetric distribution around the support post.
4. The tilt-angle building floor support frame of claim 1, wherein: the positioning pins are longitudinally distributed on the supporting upright post at equal intervals.
5. The tilt-angle building floor support frame of claim 1, wherein: the sliding sleeve slides up and down along the supporting upright post.
6. The tilt-angle building floor support frame of claim 1, wherein: the supporting plate moves synchronously with the sliding sleeve.
7. The tilt-angle building floor support frame of claim 1, wherein: and the tail end of the sliding rail is provided with a limiting block for limiting the sliding distance of the sliding block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920396367.8U CN210002946U (en) | 2019-03-26 | 2019-03-26 | Inclination type building floor support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920396367.8U CN210002946U (en) | 2019-03-26 | 2019-03-26 | Inclination type building floor support frame |
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| Publication Number | Publication Date |
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| CN210002946U true CN210002946U (en) | 2020-01-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920396367.8U Active CN210002946U (en) | 2019-03-26 | 2019-03-26 | Inclination type building floor support frame |
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| CN (1) | CN210002946U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376944A (en) * | 2020-11-13 | 2021-02-19 | 株洲天桥舜臣选煤机械有限责任公司 | Temporary support for pre-splicing steel structural member |
| CN112942859A (en) * | 2021-01-26 | 2021-06-11 | 河南拓朴工程咨询有限公司 | Novel beam supporting structure |
| CN113279571A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Building assembled exempts from to tear open form floor carrier plate and struts system integration system |
| CN114837459A (en) * | 2022-06-01 | 2022-08-02 | 东莞市建工集团有限公司 | Building floor supports reinforcerment system |
-
2019
- 2019-03-26 CN CN201920396367.8U patent/CN210002946U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376944A (en) * | 2020-11-13 | 2021-02-19 | 株洲天桥舜臣选煤机械有限责任公司 | Temporary support for pre-splicing steel structural member |
| CN112376944B (en) * | 2020-11-13 | 2022-08-16 | 青岛嘉和鑫钢铁有限公司 | Temporary support for pre-splicing steel structural member |
| CN112942859A (en) * | 2021-01-26 | 2021-06-11 | 河南拓朴工程咨询有限公司 | Novel beam supporting structure |
| CN112942859B (en) * | 2021-01-26 | 2024-02-23 | 河南拓朴工程咨询有限公司 | Novel beam supporting structure |
| CN113279571A (en) * | 2021-05-10 | 2021-08-20 | 李庆来 | Building assembled exempts from to tear open form floor carrier plate and struts system integration system |
| CN114837459A (en) * | 2022-06-01 | 2022-08-02 | 东莞市建工集团有限公司 | Building floor supports reinforcerment system |
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Denomination of utility model: Inclined building floor support frame Effective date of registration: 20211019 Granted publication date: 20200131 Pledgee: Bank of China Limited by Share Ltd. Shunde branch Pledgor: Guangdong Chenji Construction Engineering Co.,Ltd. Registration number: Y2021980010916 |