CN105089193A - Steel bar truss buckling and hanging type floor deck - Google Patents
Steel bar truss buckling and hanging type floor deck Download PDFInfo
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- CN105089193A CN105089193A CN201510533954.3A CN201510533954A CN105089193A CN 105089193 A CN105089193 A CN 105089193A CN 201510533954 A CN201510533954 A CN 201510533954A CN 105089193 A CN105089193 A CN 105089193A
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- steel bar
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- floor support
- blooking
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Abstract
The present invention belongs to the technical field of construction engineering, and discloses a steel bar truss buckling and hanging type floor deck. The steel bar truss buckling and hanging type floor deck comprises a floor deck body; the floor deck body comprises a truss, hanging and buckling pieces, screws and a bottom die; the truss comprises an upper cord steel bar, support seat vertical steel bars and lower cord steel bars; two ends of the upper cord steel bar are respectively connected with the support seat vertical steel bars; the bottom portions of the support seat vertical steel bars are connected with the lower cord steel bars; and the lower cord steel bars are connected with the bottom die via the hanging and buckling pieces. The aluminum alloy groove type bottom die plate has the advantages that the aluminum alloy groove type bottom die plate is good in strength, light in weight and high in flatness, the length can be arbitrary, and the aluminum alloy groove type bottom die plate is easy to produce in batch and extruded by a fixed mould; die plate plane strength before concrete pouring is enhanced by groove side connection, and joint gap between die plates is reduced; and the groove type bottom die plate can be rapidly detached, so that the poured concrete can be really smooth in appearance, thereby facilitating later plastering and maintenance and the like.
Description
Technical field
The present invention relates to a kind of floor support plate, be specifically related to a kind of steel bar girder blooking-hanging type floor support plate, belong to construction engineering technical field.
Background technology
It is fast that the present invention 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.
Summary of the invention
The technical problem to be solved in the present invention 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 invention provides following technical scheme:
The invention 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 preferred technical solution of the present invention, 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 preferred technical solution of the present invention, described bed die is high-strength aluminum alloy slot type soffit formwork and thickness is 4 millimeters.
As a preferred technical solution of the present invention, described bed die front is provided with many row φ 9 connecting holes.
As a preferred technical solution of the present invention, φ 9 hole, described bed die front is provided with the uniform corresponding hanging fastener of two to six rows.
As a preferred technical solution of the present invention, described hanging fastener is provided with draw-in groove, and described steel bar girder is fixed in draw-in groove.
As a preferred technical solution of the present invention, described side edge of bottom mould φ 16 hole is provided with quick connected nail.
The beneficial effect that the present invention reaches is: a kind of steel bar girder blooking-hanging type floor support plate, intensity is good, lightweight, planeness is high and the arbitrary advantage of length to adopt aluminium alloys slot type soffit formwork to have, 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 the plastering of later stage, finishing etc., after cabinet boxlike soffit formwork and screw disassembling get off, again can reuse, meet environmental protection production concept.
Accompanying drawing explanation
Accompanying drawing is used to provide a further understanding of the present invention, and forms a part for manual, together with embodiments of the present invention for explaining the present invention, is not construed as limiting the invention.
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 embodiment of the present invention;
Fig. 2 is a kind of steel bar girder blooking-hanging type floor support plate trussed construction schematic diagram described in the embodiment of the present invention;
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, the preferred embodiments of the present invention are described, should be appreciated that preferred embodiment described herein is only for instruction and explanation of the present invention, is not intended to limit the present invention.
Embodiment: refer to Fig. 1-2, a kind of steel bar girder blooking-hanging type of the present invention 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 present invention 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 the preferred embodiments of the present invention, be not limited to the present invention, although with reference to previous embodiment to invention has been detailed description, 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.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
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 |
|---|---|---|---|
| CN201510533954.3A CN105089193A (en) | 2015-08-27 | 2015-08-27 | Steel bar truss buckling and hanging type floor deck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510533954.3A CN105089193A (en) | 2015-08-27 | 2015-08-27 | Steel bar truss buckling and hanging type floor deck |
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| CN105089193A true CN105089193A (en) | 2015-11-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510533954.3A Pending CN105089193A (en) | 2015-08-27 | 2015-08-27 | Steel bar truss buckling and hanging type floor deck |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090931A (en) * | 2017-06-13 | 2017-08-25 | 四川省建筑设计研究院 | A kind of steel bar truss floor structure and its construction method |
| CN111719885A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Laminated concrete reinforced floor and construction process |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949191A (en) * | 2010-09-06 | 2011-01-19 | 中国建筑第八工程局有限公司 | Method for constructing unsupported super-long irregularly-shaped overhanging floor |
| CN102071804A (en) * | 2010-12-18 | 2011-05-25 | 浙江杭萧钢构股份有限公司 | Building method of floor plate |
| CN103195200A (en) * | 2013-03-29 | 2013-07-10 | 浙江锐博建材有限公司 | Steel bar truss buckle hanging type floor support plate |
| CN205024914U (en) * | 2015-08-27 | 2016-02-10 | 浙江大泰科技股份有限公司 | Steel bar truss buckling hanging type floor support plate |
-
2015
- 2015-08-27 CN CN201510533954.3A patent/CN105089193A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101949191A (en) * | 2010-09-06 | 2011-01-19 | 中国建筑第八工程局有限公司 | Method for constructing unsupported super-long irregularly-shaped overhanging floor |
| CN102071804A (en) * | 2010-12-18 | 2011-05-25 | 浙江杭萧钢构股份有限公司 | Building method of floor plate |
| CN103195200A (en) * | 2013-03-29 | 2013-07-10 | 浙江锐博建材有限公司 | Steel bar truss buckle hanging type floor support plate |
| CN205024914U (en) * | 2015-08-27 | 2016-02-10 | 浙江大泰科技股份有限公司 | Steel bar truss buckling hanging type floor support plate |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090931A (en) * | 2017-06-13 | 2017-08-25 | 四川省建筑设计研究院 | A kind of steel bar truss floor structure and its construction method |
| CN111719885A (en) * | 2020-03-21 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Laminated concrete reinforced floor and construction process |
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Effective date of registration: 20180508 Address after: 313200 No. 139 south suburb Road, Deqing County Wuyang street, Huzhou, Zhejiang Applicant after: Zhejiang Zhongyi Building Materials Technology Co. Ltd. Address before: 313000 425 Zhiyuan South Road, Wu Kang Town, Deqing County, Huzhou, Zhejiang Applicant before: ZHEJIANG DATAI TECHNOLOGY CO., LTD. |
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Application publication date: 20151125 |
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