CN106121054A - Cast-in-place concrete floor indent steel tube frame - Google Patents
Cast-in-place concrete floor indent steel tube frame Download PDFInfo
- Publication number
- CN106121054A CN106121054A CN201610692722.7A CN201610692722A CN106121054A CN 106121054 A CN106121054 A CN 106121054A CN 201610692722 A CN201610692722 A CN 201610692722A CN 106121054 A CN106121054 A CN 106121054A
- Authority
- CN
- China
- Prior art keywords
- montant
- type support
- cast
- concrete floor
- indent
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M11/00—Stands or trestles as supports for apparatus or articles placed thereon ; Stands for scientific apparatus such as gravitational force meters
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Cast-in-place concrete floor indent steel tube frame, a H type support and the 2nd H type support by being parallel to each other form, a described H type support and the 2nd H type support are all formed by connecting by the first montant, the second montant and cross bar, have connecting rod to connect between a H type support and the 2nd H type support；The height of the first montant and the second montant is equal to the thickness of cast-in-place concrete floor；The diameter being smaller than indent steel pipe between first montant and the second montant.The bracing frame of the present invention is used for supporting indent steel pipe, makes indent steel pipe levelness keep consistent, thus ensures that the indent degree of depth is consistent.
Description
Technical field
The invention belongs to building field, specifically a kind of cast-in-place concrete floor indent steel tube frame.
Background technology
Cast-in-place concrete floor surface typically requires does terrace, and terrace thickness is generally 2cm, but conventional water pipe diameter
Being usually 2.5cm, if not carrying out indent on cast-in-place concrete floor surface, water pipe will be exposed out when doing terrace.
The degree of depth of indent can not be too deep, and general control is at about 1.5cm.At present, indent is typically with the indent steel pipe that external diameter is 48mm
Directly colligation is on upper layer reinforcing bar, then carries out concreting, removes indent steel pipe again, at concrete floor after having poured
On will leave indent.Owing to indent steel pipe bottom is without fixing, in work progress, the degree of depth of indent cannot ensure, have deeply have shallow,
Main muscle even can be made to expose.
Summary of the invention
The technical problem to be solved in the present invention is the defect overcoming prior art, it is provided that a kind of cast-in-place concrete floor indent
Steel tube frame, this bracing frame is used for supporting indent steel pipe, makes indent steel pipe levelness keep consistent, thus ensures the indent degree of depth
Unanimously.
For solving above-mentioned technical problem, the technical solution adopted in the present invention is to provide a kind of cast-in-place concrete floor indent
Steel tube frame, a H type support and the 2nd H type support by being parallel to each other form, described H type support and the 2nd H
Type support is all formed by connecting by the first montant, the second montant and cross bar, has connection between a H type support and the 2nd H type support
Bar connects；The height of the first montant and the second montant is equal to the thickness of cast-in-place concrete floor；First montant and the second montant
Between the diameter being smaller than indent steel pipe.
During construction, after lower floor's reinforcing bar and top bars colligation complete, and before concreting, by the bracing frame of the present invention
Be suitably positioned, and with top bars colligation, afterwards indent steel pipe is assumed on bracing frame, then carries out concrete and water
Build, poured, after concrete reaches some strength, remove indent steel pipe, so, will be formed in the position of indent steel pipe
The indent that the degree of depth is consistent, lays for follow-up water pipe.
Described the first montant, the second montant and cross bar is all the round steel of a diameter of 10mm, and connecting rod is a diameter of 10mm
Reinforcing bar.After indent steel pipe is removed, bracing frame still remains in concrete floor, moreover it is possible to play Concrete Structure floor strength
Effect.
Accompanying drawing explanation
Fig. 1 is the structural representation of cast-in-place concrete floor indent steel tube frame of the present invention.
Fig. 2 is the Construction State figure of cast-in-place concrete floor indent steel tube frame of the present invention.
Detailed description of the invention
In order to be more clearly understood that the present invention, with detailed description of the invention, the present invention is made further below in conjunction with the accompanying drawings
Explanation.
Cast-in-place concrete floor indent steel tube frame, it is adaptable in architectural engineering, structure is as it is shown in figure 1, by mutually putting down
Oneth H type support 10 and the 2nd H type support 20 of row form, and a described H type support 10 and the 2nd H type support 20 are all by the
One montant the 11, second montant 12 and cross bar 13 are formed by connecting, and first montant the 11, second montant 12 and cross bar 13 are all a diameter of
The round steel of 10mm, a H type support 10 has connecting rod 30 to be connected between the 2nd H type support 20, and connecting rod 30 is a diameter of
The reinforcing bar of 10mm；The height of the first montant 11 and the second montant 12 is equal to the thickness of cast-in-place concrete floor 100；First montant
11 and second diameters being smaller than indent steel pipe M between montant 12.
Fig. 2 is the Construction State figure of the cast-in-place concrete floor indent steel tube frame of the present embodiment, and wherein 100 is cast-in-place
Concrete floor, its thickness is 100mm；101 is top bars protective layer, and thickness is 15mm；102 is lower floor's cover to reinforcement,
Thickness is also 15mm；103 is vertical equity muscle, and 104 is transverse horizontal muscle, and M is indent steel pipe, and its overall diameter is 48mm, construction
Time, indent steel pipe M to be erected on the first montant 11 and the second montant 12, i.e. indent steel pipe M and the first montant 11 and second erect
Bar 12 top is tangent, so the spacing between the first montant 11 and the second montant should be 44.5mm, the first montant 11 and second erects
The height of bar 12 is equal with the thickness of cast-in-place concrete floor 100, is also 100mm.
The above, be only the detailed description of the invention of the present invention, not limitation of the present invention, those skilled in the art
In the case of without departing from the technology of the present invention design principle, change that above-mentioned technology contents made or modification is utilized to be regarded as belonging to
In protection scope of the present invention.
Claims (2)
1. cast-in-place concrete floor indent steel tube frame, it is characterised in that by H type support and the 2nd H being parallel to each other
Type support forms, and a described H type support and the 2nd H type support are all formed by connecting by the first montant, the second montant and cross bar,
Connecting rod is had to connect between oneth H type support and the 2nd H type support；The height of the first montant and the second montant is equal to cast-in-place mixed
The thickness of solidifying Tulou plate；The diameter being smaller than indent steel pipe between first montant and the second montant.
Cast-in-place concrete floor indent steel tube frame the most according to claim 1, it is characterised in that: described first is erected
Bar, the second montant and cross bar are all the round steel of a diameter of 10mm, and connecting rod is the reinforcing bar of a diameter of 10mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610692722.7A CN106121054B (en) | 2016-08-20 | 2016-08-20 | Cast-in-place concrete floor indent steel tube frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610692722.7A CN106121054B (en) | 2016-08-20 | 2016-08-20 | Cast-in-place concrete floor indent steel tube frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106121054A true CN106121054A (en) | 2016-11-16 |
| CN106121054B CN106121054B (en) | 2018-04-17 |
Family
ID=57279565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610692722.7A Active CN106121054B (en) | 2016-08-20 | 2016-08-20 | Cast-in-place concrete floor indent steel tube frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106121054B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE7530180U (en) * | 1975-09-24 | 1976-01-22 | Nordrohr Kunststoff Roehren- Und Spritzgusswerk H. Zeigmeister Kg, 2200 Elmshorn | CLAMP FOR FASTENING UNDERFLOOR HEATING PIPES TO A HOLDING RAIL |
| GB2233360A (en) * | 1989-06-16 | 1991-01-09 | Mobay Corp | Reinforcement spacer for concrete |
| CN203867187U (en) * | 2014-05-27 | 2014-10-08 | 中建五局第三建设有限公司 | Floor water pipe pressure groove surface collector |
| CN204899213U (en) * | 2015-07-17 | 2015-12-23 | 云南建工集团有限公司 | A mould that is used for floor feed pipe to stay groove to fix a position |
| CN205975995U (en) * | 2016-08-20 | 2017-02-22 | 安徽水利开发股份有限公司 | Cast -in -place concrete floor indent steel tube frame |
-
2016
- 2016-08-20 CN CN201610692722.7A patent/CN106121054B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE7530180U (en) * | 1975-09-24 | 1976-01-22 | Nordrohr Kunststoff Roehren- Und Spritzgusswerk H. Zeigmeister Kg, 2200 Elmshorn | CLAMP FOR FASTENING UNDERFLOOR HEATING PIPES TO A HOLDING RAIL |
| GB2233360A (en) * | 1989-06-16 | 1991-01-09 | Mobay Corp | Reinforcement spacer for concrete |
| CN203867187U (en) * | 2014-05-27 | 2014-10-08 | 中建五局第三建设有限公司 | Floor water pipe pressure groove surface collector |
| CN204899213U (en) * | 2015-07-17 | 2015-12-23 | 云南建工集团有限公司 | A mould that is used for floor feed pipe to stay groove to fix a position |
| CN205975995U (en) * | 2016-08-20 | 2017-02-22 | 安徽水利开发股份有限公司 | Cast -in -place concrete floor indent steel tube frame |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106121054B (en) | 2018-04-17 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190621 Address after: 233010 No. 5183 Donghai Avenue, Bengbu City, Anhui Province Patentee after: Anhui Water Resources Development Co., Ltd. Address before: 233010 South of Zhanggongshan Road, Donghai Avenue, Bengbu City, Anhui Province Patentee before: Anhui Water Resources Development Co., Ltd. |
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| TR01 | Transfer of patent right |