CN206503303U - A kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house - Google Patents
A kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house Download PDFInfo
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- CN206503303U CN206503303U CN201720122456.4U CN201720122456U CN206503303U CN 206503303 U CN206503303 U CN 206503303U CN 201720122456 U CN201720122456 U CN 201720122456U CN 206503303 U CN206503303 U CN 206503303U
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Abstract
The utility model is related to building construction field, specifically a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house, it includes steel Honeycomb Beam, base-supporting floor and building floor heating surface layer three parts, wherein multiple holes are offered on steel honeycomb web, the base-supporting floor is concordant with steel Honeycomb Beam beam bottom, using separate type reinforcement manner, steel Honeycomb Beam is integrally embedded among base-supporting floor and building floor heating surface layer；The utility model has integral rigidity big, and anti-seismic performance is good, and shock resistance is good, carrying is reliable, and the tapping that floor heating heating tube passes through steel beam web plate realizes the continuous layings of many plates, and the material such as the mortar used and cast-in-place concrete can be realized to be poured across hole, globality is good, and it is convenient to construct.
Description
Technical field
The utility model is related to building construction field, specifically a kind of Honeycomb Beam and base-supporting suitable for floor heating house
Floor combining structure.
Background technology
At present, the combined beam structure that concrete slab is located on girder steel applies quite varied in building structure, and it is abundant
The advantage of two kinds of materials (steel and concrete) is make use of, structure is obtained larger rigidity and bearing capacity, but this is passed
The height of the combined beam structure of system is generally large, this also cause depth of building increase and using headroom reduction, economy compared with
Difference, simultaneously as girder steel is exposed, the fire-resistance and corrosion resistance of combination beam are inferior compared to reinforced beam many；In order to
This hidden danger is prevented, related specifications provide that steel construction part must be taken after fire prevention and corrosion-resistant measure, therefore exposed girder steel
Phase maintenance cost is higher.
In Modern Residence or office building, superstructure lower surface is smooth, the indoor flexible cloth for being shown especially without beam, being conducive to room
Put and freely separate, owner's finishing can be solved and be intended to contradiction with former design function, more conducively owner freely realize individual character or
Practical decoration style.The drawbacks of conventional composite beam girder steel is exposed, it is impossible to which fully meeting this flexible, various modern functions will
Ask.In this regard, there is scholar to it is also proposed composite flat beam assembled laminated plate floor construction, profiled sheet as the composite flat beam of bed die successively
The many kinds flat beam building cover form such as superstructure.But, the flat beam building cover of these forms has respective shortcoming：Composite flat beam assembled
The thickness of slab of laminated plate floor construction is big, from great, only address only it is indoor without beam it is exposed the problem of, and fail effectively to solve the knot of superstructure
The key issues such as structure height, reduction dead load and reduction Civil Cost；Profiled sheet is used as the composite slim floor of bed die, nothing
Method realizes that superstructure lower surface is smooth, still needs to the processing of later stage furred ceiling, and cost is higher；Also some steel concealed beam composite floor systems,
It can only realize and not appear secondary beam, accomplish that local plate bottom is smooth, the part of its girder stills need to hide and be embedded in dividing wall,
The flexible arrangement in room can not be fully achieved and freely split.
In addition, nowadays increasing house and office building are required using the high floor heating of healthiness, degree of safety
The heating system of (ground low temperature hot water radiation heating).The universal thickness of floor heating way compares thick in 12cm-15cm or so, and one
As mated formation in concrete structure plate top surface, can it is a certain degree of influence building use clear height.
Utility model content
For the shortcoming of beam slab combining structure in the prior art, the utility model provides a kind of honeybee suitable for floor heating house
Nest beam and base-supporting floor combining structure, Steel Castellated Beams are embedded among floor heating surface layer and cast-in-place concrete floor, dexterously
Stability, fire prevention and the Anticorrosion of Honeycomb Beam are solved, increases interlayer headroom, mitigates dead load, effectively reduction engineering is comprehensive
Cost is closed, problems of the prior art are solved.
The utility model is achieved through the following technical solutions：A kind of Honeycomb Beam suitable for floor heating house and under hold
Formula floor combining structure, including steel Honeycomb Beam, base-supporting floor and building floor heating surface layer three parts；Wherein, the steel honeycomb
Multiple holes are offered on beam, its web；The base-supporting floor is concordant with steel Honeycomb Beam beam bottom, using cast-in-place concrete and
Separate type arrangement of reinforcement；Steel Honeycomb Beam is integrally embedded among base-supporting floor and building floor heating surface layer.
Further, the base-supporting floor includes cast-in-place concrete floor, floor top negative reinforcement and floor bottom
Portion's reinforcing bar, floor top negative reinforcement and floor slab bottoms reinforcing bar use separate type reinforcement manner, and floor slab bottoms reinforcing bar is located at existing
Pouring concrete floor bottom is simultaneously connected with steel Honeycomb Beam lower flange, and floor top negative reinforcement is located in cast-in-place concrete floor
Top, continuously arranged through steel honeycomb web hole, cast-in-place concrete is through the company that floor is realized at steel Honeycomb Beam hole
It is continuous to pour.
Further, the steel Honeycomb Beam, base-supporting floor utilize base-supporting floor as main supporting structure system
In top negative reinforcement and the firm connection between floor slab bottoms reinforcing bar and steel Honeycomb Beam, it is and cast-in-place mixed with base-supporting floor
Mutual cementation between solidifying soil is achieved.
Further, the steel Honeycomb Beam is made using H profile steel or welding H-bar；It is uniformly arranged on the web of girder steel
If dry hole, hole is shaped as circular or regular polygon.
Further, the building floor heating surface layer includes screed-coat, heat-insulation layer, floor heating heating tube, pea gravel concreten layer, water
Cement mortar is wiped one's face and ground pavement layer, and screed-coat is located above base-supporting floor, and heat-insulation layer is located at screed-coat top, and microlith is mixed
Solidifying soil layer is located at heat-insulation layer top, and cement sand plaster is located at pea gravel concreten layer top, and ground pavement layer is located at cement mortar
Above wiping one's face, floor heating heating tube is located in pea gravel concreten layer and passed through the continuous paving that many plates are realized at the hole of honeybee steel beam web plate
If.
The beneficial effects of the utility model are：
(1) a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house described in the utility model, knot
Configuration formula rationally, steel Honeycomb Beam be integrally embedded in the larger building coats way of rigidity and ordinary reinforced concrete cast-in-situ floor it
In, resistance to overturning, local stability and fire prevention and the antiseptic power of steel Honeycomb Beam are substantially increased, later maintenance is saved
Expense；Base-supporting floor uses cast-in-place concrete and separate type reinforcement manner, and normal concrete cast-in-situ floor and steel Honeycomb Beam
Connection is reliable, and contignation integral rigidity is big, and anti-seismic performance is good, and shock resistance is good, and carrying is reliable, and economy is good.
(2) a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house described in the utility model, ground
Warm building coats, routinely space of the way construction and installation on cast-in-place concrete floor and under girder steel top surface, floor heating
The tapping that heating tube passes through steel beam web plate realizes the continuous layings of many plates, the material such as mortar and pea gravel concreten for being used
It can realize and be poured across hole, globality is good, it is convenient to construct.
(3) a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house described in the utility model, profit
With the spatial relationship between structure and building way：Utilize base-supporting floor top and the space of steel honeycomb back arrangement building ground
Warm surface layer so that the combined altitudes of building coats and structural elements are significantly less than conventional composite beam, can increase to greatest extent
Indoor pure space, reduction structure floor height, number of floor levels is added on identical depth of building, building enclosure, base is also accordingly reduced
The expense of plinth structure and finishing and pipeline facility.
(4) a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house described in the utility model, can
To accomplish that interior is shown especially without beam, floor combining structure lower surface is smooth and without furred ceiling, is conducive to the flexible arrangement of building function
And freely separate, transformation of the later stage using function is easily facilitated, this way reduces the comprehensive cost of engineering, economic benefits.
(5) a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house described in the utility model, steel
Honeycomb Beam holes in soffit, can both mitigate dead load and cost, be easy to the upper reinforcement of base-supporting floor to draw logical arrangement, floor heating again
The laying of the traversing pipe lines such as water pipe and across the hole continuous placing of concrete and mortar material, form good globality.
In a word, a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house described in the utility model,
Big with integral rigidity, anti-seismic performance is good, and shock resistance is good, and carrying is reliable, and floor heating heating tube passes through the perforate of steel beam web plate
Place realizes the continuous laying of many plates, and the material such as the mortar used and cast-in-place concrete can be realized to be poured across hole, overall
Property it is good, it is convenient to construct.
Brief description of the drawings
Fig. 1 is top view of the present utility model；
Fig. 2 is A-A profiles in Fig. 1；
Fig. 3 is B-B profiles in Fig. 1；
Fig. 4 is to open up circular hole schematic diagram on the utility model steel honeycomb web；
Fig. 5 is steel bar arrangement schematic diagram；
Fig. 6 is floor heating pipeline arrangement schematic diagram；
In figure：1st, steel Honeycomb Beam, 2, cast-in-place concrete floor, 3, floor top negative reinforcement, 4, floor slab bottoms reinforcing bar,
5th, screed-coat, 6, heat-insulation layer, 7, pea gravel concreten layer, 8, floor heating heating tube, 9, cement sand plaster, 10, ground pavement layer.
Embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
As shown in figures 1 to 6, a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house, including steel honeycomb
Beam 1, base-supporting floor and building floor heating surface layer three parts；Wherein, multiple rule are offered on the steel Honeycomb Beam 1, its web
The then hole of shape；The base-supporting floor is concordant with the beam bottom of steel Honeycomb Beam 1, using cast-in-place concrete and separate type arrangement of reinforcement；
Steel Honeycomb Beam 1 is overall to be embedded among the larger base-supporting floor of rigidity and building floor heating surface layer, and its monolithic stability and part are steady
It is qualitative to be greatly improved, and the fire-resistance and corrosion resistance of girder steel be guaranteed, and saves later maintenance expense.
Such as Fig. 2, shown in 3,5, the base-supporting floor includes cast-in-place concrete floor 2, the and of floor top negative reinforcement 3
Floor slab bottoms reinforcing bar 4, floor top negative reinforcement 3 and floor slab bottoms reinforcing bar 4 use separate type reinforcement manner, floor slab bottoms steel
Muscle 4 is located at the bottom of cast-in-place concrete floor 2 and is connected with the lower flange of steel Honeycomb Beam 1, and floor top negative reinforcement 3 is located at cast-in-place
Top in concrete floor 2, is continuously arranged through the web hole of steel Honeycomb Beam 1, and cast-in-place concrete passes through the hole of steel Honeycomb Beam 1
Realize the continuous placing of floor in place.The economy of cast-in-place concrete floor 2 is more preferable, and it is convenient to construct, and integral rigidity is big.
As shown in Fig. 2 the steel Honeycomb Beam 1, base-supporting floor utilize base-supporting building as main supporting structure system
The firm connection between top negative reinforcement 3 and floor slab bottoms reinforcing bar 4 and steel Honeycomb Beam 1 in plate, and with base-supporting floor
Mutual cementation between cast-in-place concrete is achieved.
As shown in figure 4, the steel Honeycomb Beam 1 is made using H profile steel or welding H-bar, cutting and welding can pass through
Factory process is formed, and production efficiency is high, reliable in quality；Preferably, the hole on steel honeycomb web is circular or just polygon
Shape, is evenly arranged.
Such as Fig. 2, shown in 3,6, the building floor heating surface layer, which includes screed-coat 5, heat-insulation layer 6, floor heating heating tube 8, microlith, to be mixed
Solidifying soil layer 7, cement sand plaster 9 and ground pavement layer 10, screed-coat 5 is located above base-supporting floor, and heat-insulation layer 6, which is located at, to be looked for
The top of flat bed 5, pea gravel concreten layer 7 is located at the top of heat-insulation layer 6, and cement sand plaster 9 is located at the top of pea gravel concreten layer 7, ground
Face pave-load layer 10 is positioned at the top of cement sand plaster 9, and floor heating heating tube 8 is located in pea gravel concreten layer 7 and passes through steel Honeycomb Beam 1
Web hole realizes the continuous laying of many plates, the mortar and pea gravel concreten of screed-coat 5, heat-insulation layer 6 and pea gravel concreten layer 7
Can also across hole continuous placing, the building coats thickness of Normal practice is in 12-15cm or so, and globality is good.
A kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house described in the utility model, make use of
Spatial relationship between structure and building way：Utilize base-supporting floor top and the space of steel honeycomb back arrangement building floor heating face
Layer so that the combined altitudes of building coats and structural elements are significantly less than conventional composite beam, can increase interior to greatest extent
Headroom, reduction structure floor height, add number of floor levels on identical depth of building, also accordingly reduce building enclosure, basis knot
The expense of structure and finishing and pipeline facility；And can accomplish that floor combining structure lower surface is smooth and without furred ceiling, favorably
In building function flexible arrangement and freely separate, easily facilitate the later stage use function transformation, this way reduction engineering it is comprehensive
Close cost, economic benefits.
It should be pointed out that for those skilled in the art, before the utility model principle is not departed from
Put, some improvement can also be made, these improvement also should be regarded as protection domain of the present utility model；It is unknown in present embodiment
True each part can use prior art to be realized.
Claims (4)
1. a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house, it is characterised in that：Including steel Honeycomb Beam
(1), base-supporting floor and building floor heating surface layer three parts；Wherein, offered on the steel Honeycomb Beam (1), its web multiple
Hole；The base-supporting floor is concordant with steel Honeycomb Beam (1) beam bottom, using cast-in-place concrete and separate type arrangement of reinforcement；Steel honeycomb
Beam (1) is integrally embedded among base-supporting floor and building floor heating surface layer.
2. a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house according to claim 1, it is special
Levy and be：The base-supporting floor includes cast-in-place concrete floor (2), floor top negative reinforcement (3) and floor slab bottoms steel
Muscle (4), floor top negative reinforcement (3) and floor slab bottoms reinforcing bar (4) use separate type reinforcement manner, floor slab bottoms reinforcing bar
(4) it is located at cast-in-place concrete floor (2) bottom and is connected with steel Honeycomb Beam (1) lower flange, floor top negative reinforcement (3) position
Top in cast-in-place concrete floor (2), is continuously arranged through steel Honeycomb Beam (1) web hole, and cast-in-place concrete passes through steel
The continuous placing of floor is realized at Honeycomb Beam (1) hole.
3. a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house according to claim 1, it is special
Levy and be：The steel Honeycomb Beam (1) is made using H profile steel or welding H-bar；If being uniformly arranged dry hole on the web of girder steel,
Hole is shaped as circular or regular polygon.
4. a kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house according to claim 1, it is special
Levy and be：The building floor heating surface layer include screed-coat (5), heat-insulation layer (6), floor heating heating tube (8), pea gravel concreten layer (7),
Cement sand plaster (9) and ground pavement layer (10), screed-coat (5) are located above base-supporting floor, and heat-insulation layer (6), which is located at, to be looked for
Flat bed (5) top, pea gravel concreten layer (7) is located at heat-insulation layer (6) top, and cement sand plaster (9) is located at pea gravel concreten layer
(7) top, ground pavement layer (10) is located above cement sand plaster (9), and floor heating heating tube (8) is located at pea gravel concreten layer
(7) continuous laying of many plates is realized at hole that is interior and passing through honeybee steel beam web plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720122456.4U CN206503303U (en) | 2017-02-10 | 2017-02-10 | A kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720122456.4U CN206503303U (en) | 2017-02-10 | 2017-02-10 | A kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house |
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| Publication Number | Publication Date |
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| CN206503303U true CN206503303U (en) | 2017-09-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201720122456.4U Expired - Fee Related CN206503303U (en) | 2017-02-10 | 2017-02-10 | A kind of Honeycomb Beam and base-supporting floor combining structure suitable for floor heating house |
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| CN (1) | CN206503303U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331225A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of Z-type joint steel pipe concrete profiled pile-stealth beam floor assembly system |
| CN108331223A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of bolted and welded connection quadrate steel pipe column-stealth beam floor assembly system |
| CN108331224A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of connection between assembled stealth beam floor |
| CN108331222A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of Z-type connection quadrate steel pipe column-stealth beam floor assembly system |
| CN108385885A (en) * | 2018-02-12 | 2018-08-10 | 北京工业大学 | A kind of assembled stealth beam floor |
| CN108385884A (en) * | 2018-02-12 | 2018-08-10 | 北京工业大学 | A kind of bolted and welded connection steel reinforced concrete special-shape column-stealth beam floor assembly system |
| CN108643433A (en) * | 2018-07-23 | 2018-10-12 | 李伯遥 | A kind of geothermal heating structure and its construction method |
| CN108797939A (en) * | 2018-07-23 | 2018-11-13 | 李仲远 | A kind of assembled can rapid-maintenance geothermal heating structure and its construction method |
| CN110080446A (en) * | 2019-05-27 | 2019-08-02 | 沈阳建筑大学 | A kind of direct plugging-in Honeycomb Beam superimposed sheet and preparation method thereof and installation method |
| CN110468953A (en) * | 2019-07-30 | 2019-11-19 | 三一筑工科技有限公司 | Assembling type steel structure and assembled architecture |
| CN112343231A (en) * | 2020-11-02 | 2021-02-09 | 抚州市恒强达绿色建筑科技有限公司 | Assembled house floor |
| CN112681595A (en) * | 2020-12-22 | 2021-04-20 | 吉林建筑大学 | Laminated slab and floor heating integrated construction method |
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2017
- 2017-02-10 CN CN201720122456.4U patent/CN206503303U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108331225A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of Z-type joint steel pipe concrete profiled pile-stealth beam floor assembly system |
| CN108331223A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of bolted and welded connection quadrate steel pipe column-stealth beam floor assembly system |
| CN108331224A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of connection between assembled stealth beam floor |
| CN108331222A (en) * | 2018-02-12 | 2018-07-27 | 北京工业大学 | A kind of Z-type connection quadrate steel pipe column-stealth beam floor assembly system |
| CN108385885A (en) * | 2018-02-12 | 2018-08-10 | 北京工业大学 | A kind of assembled stealth beam floor |
| CN108385884A (en) * | 2018-02-12 | 2018-08-10 | 北京工业大学 | A kind of bolted and welded connection steel reinforced concrete special-shape column-stealth beam floor assembly system |
| CN108643433A (en) * | 2018-07-23 | 2018-10-12 | 李伯遥 | A kind of geothermal heating structure and its construction method |
| CN108797939A (en) * | 2018-07-23 | 2018-11-13 | 李仲远 | A kind of assembled can rapid-maintenance geothermal heating structure and its construction method |
| CN108643433B (en) * | 2018-07-23 | 2024-01-19 | 李伯遥 | Geothermal heating structure and construction method thereof |
| CN108797939B (en) * | 2018-07-23 | 2024-04-09 | 李仲远 | Assembled geothermal heating structure capable of being maintained rapidly and construction method thereof |
| CN110080446A (en) * | 2019-05-27 | 2019-08-02 | 沈阳建筑大学 | A kind of direct plugging-in Honeycomb Beam superimposed sheet and preparation method thereof and installation method |
| CN110468953A (en) * | 2019-07-30 | 2019-11-19 | 三一筑工科技有限公司 | Assembling type steel structure and assembled architecture |
| CN112343231A (en) * | 2020-11-02 | 2021-02-09 | 抚州市恒强达绿色建筑科技有限公司 | Assembled house floor |
| CN112681595A (en) * | 2020-12-22 | 2021-04-20 | 吉林建筑大学 | Laminated slab and floor heating integrated construction method |
| CN112681595B (en) * | 2020-12-22 | 2022-01-07 | 吉林建筑大学 | Laminated slab and floor heating integrated construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170919 Termination date: 20180210 |
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| CF01 | Termination of patent right due to non-payment of annual fee |