CN1049888A - Concrete flooring base and construction method thereof - Google Patents
Concrete flooring base and construction method thereof Download PDFInfo
- Publication number
- CN1049888A CN1049888A CN90103524A CN90103524A CN1049888A CN 1049888 A CN1049888 A CN 1049888A CN 90103524 A CN90103524 A CN 90103524A CN 90103524 A CN90103524 A CN 90103524A CN 1049888 A CN1049888 A CN 1049888A
- Authority
- CN
- China
- Prior art keywords
- concrete
- flooring base
- foundation wall
- tubular body
- concrete flooring
- 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.)
- Pending
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/20—Caisson foundations combined with pile foundations
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/48—Special adaptations of floors for incorporating ducts, e.g. for heating or ventilating
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/04—Flat foundations in water or on quicksand
- E02D27/06—Floating caisson foundations
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24D—DOMESTIC- OR SPACE-HEATING SYSTEMS, e.g. CENTRAL HEATING SYSTEMS; DOMESTIC HOT-WATER SUPPLY SYSTEMS; ELEMENTS OR COMPONENTS THEREFOR
- F24D3/00—Hot-water central heating systems
- F24D3/12—Tube and panel arrangements for ceiling, wall, or underfloor heating
- F24D3/14—Tube and panel arrangements for ceiling, wall, or underfloor heating incorporated in a ceiling, wall or floor
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
Abstract
A kind of concrete flooring base comprises that (a) underground concrete sole plate is supporting position foundation wall thereon, and this foundation wall is supporting a position building thereon, (b) a plurality of tubular bodies that are separated from each other and be arranged in parallel in this foundation wall area surrounded; (c) one is cast for the concrete flooring base part of one with these tubular body outer surfaces.
Description
The present invention relates to a kind of building, flooring base and construction method thereof as wood structure building specially refer to a kind of concrete flooring base and construction method thereof.
In recent years, the floor heating method is adopted by people, hot water piping is distributed under the floor surface, from building of this floor surface heating.In this case, concrete pouring is formed a concrete flooring base on whole ground, and with each heating element, as hot-water line and electric heater be installed on this flooring base or within.
According to routine, concrete flooring base is formed by following method.At first, dig out the periphery and the main part of this edifice.Pour into a mould the concrete of sole plate then, treat this concrete setting after, hold up a temporary frame work in its surface, concrete is poured into this framework forms foundation wall.Carry out backfill after removing this temporary frame work, this base wall is enclosed part mound and compacting, after this fluid concrete forms a surface.
Yet, use this building method, banketing and tamping operation bothers very much, and the superpotential that increases construction cost is arranged.Particularly when a concrete flooring base is transformed and laid to an existing timber buildings, used banketing will be transported into by this house, and it is indoor so just to have made dirty.The preparation of being done for preventing to make dirty is assigned a work and is bothered very much, becomes a subject matter.
In addition, though the load of building itself is supported by sole plate, place the load of the weight on the floor then to be directly delivered on the concrete flooring base.Therefore, people worry banket soft part or similarly other parts depression appears.As remedial measure, concrete flooring base and foundation wall are linked, the weight on floor is just supported by sole plate like this.Yet, adopting this structure, heat spills and is lost to outdoor from concrete flooring base by foundation wall, and this has caused the problem of cutting a little less than the isolation performance.This problem is especially serious when using floor heating.
Therefore, first purpose of the present invention provides a kind of concrete flooring base, and it has removed above-mentioned common defective, has good intensity, and owing to being easy to provide a kind of isolation structure to be applicable to a kind of floor of floor heating formula.
Second purpose of the present invention provides a kind of floor construction method that is used for the concrete ground of above-mentioned concrete flooring base.
First purpose of the present invention is to finish by comprising a kind of concrete flooring base of following structure:
(a) the underground concrete sole plate is supporting position foundation wall thereon, and this foundation wall is supporting a position building thereon,
(b) a plurality of tubular bodies that are arranged in the part of surrounding separated from each other by this foundation wall; With
(c) concrete flooring base part that the outer surface with these tubular bodies pours into an integrated entity.
Second purpose of the present invention is to obtain by the method for building a concrete flooring base, this method comprises the steps: at the periphery of a building that is dug out and main part fluid concrete, form the sole plate that supports this building loading, on this sole plate, form foundation wall, a plurality of tubular bodies are set, these tubular bodies are arranged in the zone that is surrounded by this foundation wall, to be arranged in parallel on this regional all surfaces to well, and each tubular body and adjacent tubular body are separated slightly, form a concrete flooring base around the external surface fluid concrete of these tubular bodies.
By in conjunction with the description of following accompanying drawing to preferential embodiment, these and other purposes, features and advantages of the present invention will be more obvious.
Fig. 1 is the sectional view of expression one embodiment of the present of invention,
Fig. 2 represents the sectional view according to another embodiment of concrete flooring base of the present invention,
Fig. 3 represents the partial sectional view according to concrete flooring base of the present invention.
With reference now to accompanying drawing, the present invention is done detailed explanation.
Fig. 1 is the schematic cross-section of one embodiment of the present of invention, as shown in FIG., concrete flooring base according to the present invention comprises that (a) underground concrete sole plate position 11 supporting thereon foundation wall 13 of position, this foundation wall 13 supports a position building thereon, (b) a plurality of tubular bodies 21 layout that separates each other in 13 area surrounded of this foundation wall; (c) outer surface with these tubular bodies 21 is cast for the concrete flooring base part 25 of one.
In construction according to concrete flooring base of the present invention, at first dig out the periphery and the major part of a building, fluid concrete forms a plurality of sole plates 11 then.On this base 11, hold up a plurality of temporary frame works (omitting among the figure), concrete is poured into form a plurality of foundation walls 13 in these frameworks then,, place a plurality of stiffeners 15 therein in advance in order to work to strengthen.Remove this temporary frame work after the concrete setting in foundation wall, and the part of digging out around this foundation wall is gone in earthen backfill.Next step is provided with a plurality of gardens cylindricality tubular body 21.These tubular bodies 21 are arranged in parallel on by the whole surface of this foundation wall institute area surrounded, and each tubular body 21 and adjacent tubular body 21 are separated slightly.If desired, these tubular bodies can arranged superposed, leaves the gap betwixt.A plurality of small cushion blocks (omitting among the figure) at this moment to be provided, these small cushion blocks are placed on position above ground line GL separately,, make it slightly exceed ground line GL one segment distance, thereby make the concrete of being poured into a mould to penetrate into the bottom of tubulose 21 to improve tubular body 21.If use conventional method, tackle this part and banket, use this step of method of the present invention then to there is no need.
Next step provides an isolated part 23, makes its inside that abuts against foundation wall 15, and around tubular body 21 fluid concretes, forms concrete flooring base 25.Can on this flooring base 25, form desirable any type of floor later in this step.Fig. 1 shows the situation that adopts floor heating.Lay one isolated part 31, a plurality of hot-water lines 33 that will be used for floor heating then are distributed on this isolated part 31, and manage 33 upper berths at these and apply heat-storing material part 35, cover the floor skin section above and divide 37, as mat or similar item.For convenience's sake, omit floor joists and similar portions among the figure and can at an easy rate concrete be injected into underfloor space, so just reduced construction cost with a pipe.Particularly an existing timber buildings is being transformed, and form under the situation of concrete flooring base, plate panel removably, those tubular bodies are arranged in this underfloor space, and can by pipe with concrete pouring on those tubular bodies, make this operation very simple.In addition, those are that the construction that makes flooring base is only side by side arranged with the tubular body 21 that very in a small amount concrete uses, and almost cover the whole surface in this underfloor space.Use the large diameter tubular body to reduce the allowed band of arranging as the guaranteed strength requisite space.Though the diameter of tubular body 21 needs the space of filling to determine by following floor, and in fact its diameter approaches in the 20-50 cm range.Tubular body is the garden cylindricality not necessarily.For example a square cross section is also applicable.
Use tubular body 21 that flooring base only can be formed with a small amount of concrete, and before this concrete setting, keep its shape in good condition.These tubular bodies do not need to have the intensity of structural member.Therefore, consider that cost can use paper tube.
As shown in Figure 2, by the top and the bottom of this concrete flooring base 25, on one side or another side imbed metal knitted net sheet or similar item 27, can improve this concrete bond strength.Therefore improve overall strength, thereby can reduce that part of concrete thickness.
As shown in Figure 3, this concrete flooring base 25 is observed in segmentation, and it has an I shape structure as can be seen.Whole flooring base 25 can be regarded one as provides high-intensity continuous I shape structure.And owing to need not banket for 25 times at flooring base, ground line is concordant.As a result, concrete flooring base 25 itself is consolidation very, needn't worry and cave in.Therefore, the floor of building according to the inventive method can not only be applicable to ordinary residence and storehouse, also is applicable to the floor of factory, sports palace or the resemble construction thing of a bearing load.Owing to need not worry depression, then will not fix with foundation wall 13 by concrete flooring base 25.Therefore, as shown in Figure 1, can lay isolated part 23, so just complete and outdoor isolation of this floor along foundation wall 13 whole height.Therefore, heat can not diffuse out by concrete flooring base 25 and foundation wall 13, can prevent that also moisture from entering from the outside.So it is very desirable that the floor of building with method of the present invention is used for floor heating.In method of the present invention, tubular body is arranged in parallel in the foundation wall institute area surrounded of a building, with the outer surface cast of concrete around these tubuloses, superior workability is provided, needn't use in the base as banketing, tamp and similar complicated construction, and use seldom that concrete can form a concrete flooring base consolidation, firm.Because do not need the intensity of tubular body, both having made is that paper tube is also applicable, so the use of pipe does not increase cost.
In addition, overcome resemble the depression the sort of problem relevant with conventional method, make a kind of heat insualting building become possibility, and obtained a kind of superior isolation effect.
Claims (5)
1, a kind of concrete flooring base is characterized in that, comprising:
(a) the underground concrete sole plate is supporting position foundation wall thereon, and this foundation wall supports a position building thereon,
(b) a plurality of tubular bodies that in described foundation wall institute area surrounded, are separated from each other and arrange; With
(c) concrete flooring base part that the outer surface with those tubular bodies pours into an integrated entity.
2, concrete flooring base as claimed in claim 1 is characterized in that described tubular body be arranged in parallel in the described zone that described foundation wall surrounded.
3, concrete flooring base as claimed in claim 1 is characterized in that described tubular body is set in parallel on the whole surface in the described zone that is surrounded by described foundation wall.
4, the method for a concrete flooring base of a kind of construction is characterized in that, comprises the steps:
(1) fluid concrete on the periphery of a building that digs out and main part forms the sole plate that supports this building loading;
(2) on described sole plate, form foundation wall;
(3) in by described foundation wall area surrounded, provide a plurality of tubular bodies, and be positioned to make each tubular body and adjacent tubular body slightly to separate; With
(4) around the outer surface fluid concrete of described tubular body, form a concrete flooring base.
5, the method for a concrete flooring base of building as claimed in claim 4, it is whole by on the surface in the described zone that described foundation wall surrounded to it is characterized in that described tubular body is arranged in parallel within.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP123978/89 | 1989-05-16 | ||
| JP1123978A JPH02304150A (en) | 1989-05-16 | 1989-05-16 | Floor construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1049888A true CN1049888A (en) | 1991-03-13 |
Family
ID=14874019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN90103524A Pending CN1049888A (en) | 1989-05-16 | 1990-05-16 | Concrete flooring base and construction method thereof |
Country Status (6)
| Country | Link |
|---|---|
| JP (1) | JPH02304150A (en) |
| KR (1) | KR940008307B1 (en) |
| CN (1) | CN1049888A (en) |
| CA (1) | CA2016552A1 (en) |
| DE (1) | DE4015474A1 (en) |
| GB (1) | GB2232174B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0786261B2 (en) * | 1992-01-31 | 1995-09-20 | 梶田建設株式会社 | Floor construction method for buildings |
| SE512941C2 (en) * | 1998-10-07 | 2000-06-12 | Skanska Sverige Ab | Process for making a base plate for a building as well as a base plate made according to the procedure |
| EP1258566A1 (en) * | 2001-05-14 | 2002-11-20 | Renaat Verbrugge | Foundation method and foundation slab made by such a method |
| CN103982707B (en) * | 2014-02-27 | 2016-08-17 | 罗晓晖 | The most now spread concrete and surround soft pipe flow guide system |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB451941A (en) * | 1935-02-11 | 1936-08-11 | Rupert Evelyn Law Warburton | Improvements in or relating to the formation of concrete structures |
| GB875279A (en) * | 1959-06-29 | 1961-08-16 | Bau Stahlgewebe Ges Mit Beschr | Improvements in or relating to cast concrete structures having cavities formed therein |
| GB1102668A (en) * | 1965-07-21 | 1968-02-07 | Vic Hallam Ltd | Improvements in or relating to foundation members for buildings |
| JPS6041469Y2 (en) * | 1979-07-17 | 1985-12-17 | 繁 秋元 | Silent ventilation system |
| SE8307187L (en) * | 1983-12-28 | 1985-06-29 | Ingestroem Curt Holger | SET FOR ENVIRONMENTAL REGULATION IN A RESIDENTIAL HOUSE |
| JPS617507A (en) * | 1984-06-19 | 1986-01-14 | 日立電線株式会社 | Composite aluminum wire |
| JPH0643529A (en) * | 1992-07-24 | 1994-02-18 | Canon Inc | Optical apparatus |
-
1989
- 1989-05-16 JP JP1123978A patent/JPH02304150A/en active Pending
-
1990
- 1990-05-10 GB GB9010512A patent/GB2232174B/en not_active Expired - Fee Related
- 1990-05-11 CA CA002016552A patent/CA2016552A1/en not_active Abandoned
- 1990-05-14 DE DE4015474A patent/DE4015474A1/en not_active Ceased
- 1990-05-15 KR KR1019900006926A patent/KR940008307B1/en not_active IP Right Cessation
- 1990-05-16 CN CN90103524A patent/CN1049888A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| DE4015474A1 (en) | 1990-11-22 |
| KR940008307B1 (en) | 1994-09-12 |
| JPH02304150A (en) | 1990-12-17 |
| KR900018484A (en) | 1990-12-21 |
| GB2232174B (en) | 1993-09-08 |
| CA2016552A1 (en) | 1990-11-16 |
| GB2232174A (en) | 1990-12-05 |
| GB9010512D0 (en) | 1990-07-04 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C01 | Deemed withdrawal of patent application (patent law 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |