CN205024914U - Steel bar truss buckling hanging type floor support plate - Google Patents
Steel bar truss buckling hanging type floor support plate Download PDFInfo
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- CN205024914U CN205024914U CN201520653940.0U CN201520653940U CN205024914U CN 205024914 U CN205024914 U CN 205024914U CN 201520653940 U CN201520653940 U CN 201520653940U CN 205024914 U CN205024914 U CN 205024914U
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Abstract
The utility model belongs to the technical field of building engineering and a steel bar truss buckling hanging type floor support plate is disclosed, including building carrier plate body, building carrier plate body includes the truss, hangs fastener, screw and die block, the truss is including winding up reinforcing bar, support vertical reinforcement and last quarter reinforcing bar, reinforcing bar both ends and the vertical steel bar connection of support wind up, support vertical reinforcement bottom and last quarter steel bar connection, the last quarter reinforcing bar is connected with the die block through hanging the fastener. The utility model discloses an aluminum alloy slot type die block board, it is good to have intensity, and light in weight, roughness height, arbitrary, the easy batch production of length extrude the advantage of processing with fixed mould, and side connection in groove has strengthened the flat surface strength of concrete placement front mould, has dwindled the seam clearance between the template, and slot type die block board can be dismantled fast for the concrete of pouring the completion really reaches the concrete outward appearance and levels, the plastering of the later stage of being convenient for, fitment etc..
Description
Technical field
The utility model relates to a kind of floor support plate, is specifically related to a kind of steel bar girder blooking-hanging type floor support plate, belongs to construction engineering technical field.
Background technology
It is fast that the utility model inherits original welded type steel bar truss floor support plate speed of application, the advantage that floor Forming Quality is good, according to different building requirements, truss and the lower edge reinforcing bar of multiple different size can be welded, the hanging fastener of adaptive plurality of specifications simultaneously, solve the index of differing heights floor support plate requirement, it is good that aluminium alloys slot type soffit formwork has intensity, lightweight, planeness is high, length is any, easy batch production fixed mould extrudes the advantage of processing, groove side link enhancement concreting front template planar strength, reduce the gaping of joints between template, slot type soffit formwork quick release gets off, the concrete of having built is made really to reach concrete appearance, be convenient to plastering of later stage, finishing etc., cabinet boxlike soffit formwork, after screw disassembling gets off, can again reuse, meet environmental protection production concept, hanging fastener is the manufactures of PPC plastics, have lightweight, intensity is high, the feature of easy batch machining, this truss two lower edge center size is greater than the size at hanging fastener draw-in groove center, with mechanical external force compression lower edge reinforcing bar during assembling, and put into the draw-in groove of hanging fastener, after external force sheds, lower edge reinforcing bar utilizes self elastic stress, the draw-in groove that just can be contained in hanging fastener has securely suffered, for this reason, we propose a kind of steel bar girder blooking-hanging type floor support plate.
Utility model content
The technical problems to be solved in the utility model overcomes existing defect, a kind of steel bar girder blooking-hanging type floor support plate is provided, aluminium alloys slot type soffit formwork is adopted to have intensity good, lightweight, planeness height and the arbitrary advantage of length, groove side link enhancement concreting front template planar strength, reduce the gaping of joints between template, slot type soffit formwork quick release gets off, the concrete of having built is made really to reach concrete appearance smooth, be convenient to plastering of later stage, finishing etc., after cabinet boxlike soffit formwork and screw disassembling get off, can again reuse, meet environmental protection production concept, effectively can solve the problem in background technology.
In order to solve the problems of the technologies described above, the utility model provides following technical scheme:
The utility model provides a kind of steel bar girder blooking-hanging type floor support plate, comprise floor support plate body, described floor support plate body comprises truss, hanging fastener, screw and bed die, described truss comprises the reinforcing bar that winds up, bearing vertical reinforcement and lower edge reinforcing bar, described reinforcing bar two ends and the bearing Vertical bar connection of winding up, with lower edge bar connecting bottom described bearing vertical reinforcement, described lower edge reinforcing bar is connected with bed die by hanging fastener.
As a kind of optimal technical scheme of the present utility model, described hanging fastener material is PPC material, and the bottom welding of described steel bar girder is had two lower edge reinforcing bars and is connected with soffit formwork by PPC hanging fastener.
As a kind of optimal technical scheme of the present utility model, described bed die is high-strength aluminum alloy slot type soffit formwork and thickness is 4 millimeters.
As a kind of optimal technical scheme of the present utility model, described bed die front is provided with many row φ 9 connecting holes.
As a kind of optimal technical scheme of the present utility model, φ 9 hole, described bed die front is provided with the uniform corresponding hanging fastener of two to six rows.
As a kind of optimal technical scheme of the present utility model, described hanging fastener is provided with draw-in groove, and described steel bar girder is fixed in draw-in groove.
As a kind of optimal technical scheme of the present utility model, described side edge of bottom mould φ 16 hole is provided with quick connected nail.
The beneficial effect that the utility model reaches is: a kind of steel bar girder blooking-hanging type floor support plate, aluminium alloys slot type soffit formwork is adopted to have intensity good, lightweight, planeness height and the arbitrary advantage of length, groove side link enhancement concreting front template planar strength, reduce the gaping of joints between template, slot type soffit formwork quick release gets off, the concrete of having built is made really to reach concrete appearance smooth, be convenient to plastering of later stage, finishing etc., after cabinet boxlike soffit formwork and screw disassembling get off, can again reuse, meet environmental protection production concept.
Accompanying drawing explanation
Accompanying drawing is used to provide further understanding of the present utility model, and forms a part for manual, is used from explanation the utility model, does not form restriction of the present utility model with embodiment one of the present utility model.
In the accompanying drawings:
Fig. 1 is a kind of steel bar girder blooking-hanging type floor support plate overall structure schematic diagram described in the utility model embodiment;
Fig. 2 is a kind of steel bar girder blooking-hanging type floor support plate trussed construction schematic diagram described in the utility model embodiment;
Number in the figure: 1, floor support plate body; 2, steel bar girder; 3, lower edge reinforcing bar; 4, bearing vertical reinforcement; 5, bed die; 6, screw; 7, hanging fastener; 8, draw-in groove; 9, wind up reinforcing bar.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the utility model, and be not used in restriction the utility model.
Embodiment: refer to Fig. 1-2, a kind of steel bar girder blooking-hanging type of the utility model floor support plate, comprise floor support plate body 1, described floor support plate body 1 comprises truss 2, hanging fastener 7, screw 6 and bed die 5, described truss 2 comprises the reinforcing bar 9 that winds up, bearing vertical reinforcement 4 and lower edge reinforcing bar 3, described reinforcing bar 9 two ends of winding up are connected with bearing vertical reinforcement 4, and be connected with lower edge reinforcing bar 3 bottom described bearing vertical reinforcement 4, described lower edge reinforcing bar 3 is connected with bed die 5 by hanging fastener 7.
Described hanging fastener 7 material is PPC material, the bottom welding of described steel bar girder 2 has two lower edge reinforcing bars 3 and together with being connected into soffit formwork by PPC hanging fastener 7, formed detachable, the gang form of recycling, hanging fastener 7 is the manufacture of PPC plastics, have lightweight, intensity is high, the feature of easy batch machining, described bed die 5 is high-strength aluminum alloy slot type soffit formwork, thickness is 4 millimeters, at factory's continuous-flow type production line, extruded, the slot type bed die 5 that punching processing makes, described bed die 5 front there is φ 9 connecting hole that many rows are corresponding uniform, φ 16 connecting hole that slot type side has two rows corresponding uniform, described bed die 5 front φ 9 hole is fastened with the uniform corresponding hanging fastener 7 of two to six rows with the hexagonal flange screw 6 of M8 × 20, described hanging fastener 7 offers draw-in groove 8, steel bar girder 2 lower edge reinforcing bar utilizes natural resiliency stress, rise solid in the draw-in groove 8 of setting, the quick connected nail of available taper on described bed die 5 side φ 16 hole, to overpay that soffit formwork is assembled connects into large plane, it is good that aluminium alloys slot type soffit formwork has intensity, lightweight, planeness is high, length is any, easy batch production fixed mould extrudes the advantage of processing, groove side link enhancement concreting front template planar strength, reduce the gaping of joints between template, slot type soffit formwork quick release gets off, the concrete of having built is made really to reach concrete appearance smooth, be convenient to plastering of later stage, finishing etc.
It should be noted that, the utility model is a kind of steel bar girder blooking-hanging type floor support plate, during work, steel bar girder 2 liang of lower edge center sizes are greater than the size at hanging fastener 7 draw-in groove 8 center, with mechanical external force compression lower edge reinforcing bar 3 during assembling, and put into the draw-in groove 8 of hanging fastener 7, after external force sheds, lower edge reinforcing bar 3 utilizes self elastic stress, and the draw-in groove 8 that just can be contained in hanging fastener 7 has securely suffered.
Last it is noted that the foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, although be described in detail the utility model with reference to previous embodiment, for a person skilled in the art, it still can be modified to the technical scheme described in foregoing embodiments, or carries out equivalent replacement to wherein portion of techniques feature.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (7)
1. a steel bar girder blooking-hanging type floor support plate, comprise floor support plate body (1), it is characterized in that, described floor support plate body (1) comprises truss (2), hanging fastener (7), screw (6) and bed die (5), described truss (2) comprises the reinforcing bar that winds up (9), bearing vertical reinforcement (4) and lower edge reinforcing bar (3), the described reinforcing bar that winds up (9) two ends are connected with bearing vertical reinforcement (4), described bearing vertical reinforcement (4) bottom is connected with lower edge reinforcing bar (3), and described lower edge reinforcing bar (3) is connected with bed die (5) by hanging fastener (7).
2. a kind of steel bar girder blooking-hanging type floor support plate according to claim 1, it is characterized in that, described hanging fastener (7) material is PPC material, and the bottom welding of described steel bar girder (2) is had two lower edge reinforcing bars (3) and is connected with soffit formwork by PPC hanging fastener (7).
3. a kind of steel bar girder blooking-hanging type floor support plate according to claim 1, is characterized in that, described bed die (5) is for high-strength aluminum alloy slot type soffit formwork and thickness is 4 millimeters.
4. a kind of steel bar girder blooking-hanging type floor support plate according to claim 1, is characterized in that, described bed die (5) front is provided with many row φ 9 connecting holes.
5. a kind of steel bar girder blooking-hanging type floor support plate according to claim 1 or 4, is characterized in that, described bed die (5) front φ 9 hole is provided with the uniform corresponding hanging fastener (7) of two to six rows.
6. a kind of steel bar girder blooking-hanging type floor support plate according to claim 1, it is characterized in that, described hanging fastener (7) is provided with draw-in groove (8), and it is inner that described steel bar girder (2) is fixed on draw-in groove (8).
7. a kind of steel bar girder blooking-hanging type floor support plate according to claim 1 or 4, is characterized in that, described bed die (5) side φ 16 hole is provided with quick connected nail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520653940.0U CN205024914U (en) | 2015-08-27 | 2015-08-27 | Steel bar truss buckling hanging type floor support plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520653940.0U CN205024914U (en) | 2015-08-27 | 2015-08-27 | Steel bar truss buckling hanging type floor support plate |
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| CN205024914U true CN205024914U (en) | 2016-02-10 |
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| CN201520653940.0U Active CN205024914U (en) | 2015-08-27 | 2015-08-27 | Steel bar truss buckling hanging type floor support plate |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089193A (en) * | 2015-08-27 | 2015-11-25 | 浙江大泰科技股份有限公司 | Steel bar truss buckling and hanging type floor deck |
| CN106948547A (en) * | 2017-04-26 | 2017-07-14 | 黑龙江施耐达建筑技术有限公司 | Large span assembled open-type builds base plate I-beam erection support and mounting assembly |
| 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 |
| CN108951983A (en) * | 2018-08-16 | 2018-12-07 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combination floor support plate |
-
2015
- 2015-08-27 CN CN201520653940.0U patent/CN205024914U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089193A (en) * | 2015-08-27 | 2015-11-25 | 浙江大泰科技股份有限公司 | Steel bar truss buckling and hanging type floor deck |
| CN106948547A (en) * | 2017-04-26 | 2017-07-14 | 黑龙江施耐达建筑技术有限公司 | Large span assembled open-type builds base plate I-beam erection support and mounting assembly |
| 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 |
| CN108951983A (en) * | 2018-08-16 | 2018-12-07 | 江苏银环新材料科技有限公司 | Steel bar truss floor support plate and combination floor support plate |
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Effective date of registration: 20180503 Address after: 313200 No. 139 south suburb Road, Deqing County Wuyang street, Huzhou, Zhejiang Patentee after: Zhejiang Zhongyi Building Materials Technology Co. Ltd. Address before: 313000 425 Zhiyuan South Road, Wu Kang Town, Deqing County, Huzhou, Zhejiang Patentee before: ZHEJIANG DATAI TECHNOLOGY CO., LTD. |