CN204491953U - Floor slab structure between architecture pipe - Google Patents
Floor slab structure between architecture pipe Download PDFInfo
- Publication number
- CN204491953U CN204491953U CN201520169007.6U CN201520169007U CN204491953U CN 204491953 U CN204491953 U CN 204491953U CN 201520169007 U CN201520169007 U CN 201520169007U CN 204491953 U CN204491953 U CN 204491953U
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- China
- Prior art keywords
- floor slab
- channel
- slab structure
- steel plate
- steel
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Abstract
The utility model discloses the floor slab structure between a kind of architecture pipe.Complicated for overcoming existing floor slab structure, the defect of inconvenience and the cycle length of constructing, the technical solution adopted in the utility model comprises multiple sleeve pipe be enclosed within outside pipeline, the cushion coat for being wrapped in outside pipeline is provided with in sleeve pipe, its technical characteristic is, described floor slab structure comprises at least two levels and is arranged on angle steel in piping shaft structural beams, one is welded by many channel-section steels, the channel-section steel bearing frame that can run through for pipeline is fixed on angle steel, the upper surface of channel-section steel bearing frame lays a steel plate, described steel plate is offered the hole run through for pipeline, above-mentioned Socket welding to be connected on steel plate and corresponding with hole, described steel plate is also provided with a layer concrete decorative layer.Its advantage is: floor slab structure is simple, easy construction, save manpower, and working procedure is few, shortens construction period.
Description
Technical field
The utility model relates to the realm of building construction, the floor slab structure specifically between a kind of architecture pipe.
Background technology
There is more vertical duct to need to install concentratedly in construction work, as basic water supply, power supply, drainage pipe, just define piping shaft at the place of installing concentratedly like this.Piping shaft both sides are provided with evagination in the reinforcing bar of structural beams, set up steel pipe support installation form, template is offered the hole passed for pipeline, template is provided with the sleeve pipe be enclosed within outside pipeline, is provided with the cushion coat for being wrapped in outside pipeline, in sleeve pipe after Pipe installing completes, at template upper concrete bearing layer, again at bearing course upper concrete decorative layer, finally striking and template again, forms floor piping shaft being separated into multiple pipeline enclosure.
This floor slab structure is complicated, and especially installing of template needs to complete in narrow and small piping shaft space, and construction inconvenience, wastes time and energy, and also need at twice fluid concrete bearing course and concrete decorative layer respectively, working procedure is numerous and diverse, and the cycle is long.
Utility model content
Technical problem to be solved in the utility model is the defect overcoming the existence of above-mentioned prior art, provides the floor slab structure between a kind of architecture pipe, and floor slab structure is simple, easy construction, save manpower, and working procedure is few, shortens construction period.
For this reason, the technical solution adopted in the utility model is as follows: the floor slab structure between architecture pipe, comprise multiple sleeve pipe be enclosed within outside pipeline, the cushion coat for being wrapped in outside pipeline is provided with in sleeve pipe, its technical characteristic is, described floor slab structure comprises at least two levels and is arranged on angle steel in piping shaft structural beams, one is welded by many channel-section steels, the channel-section steel bearing frame that can run through for pipeline is fixed on angle steel, the upper surface of channel-section steel bearing frame lays a steel plate, described steel plate is offered the hole run through for pipeline, above-mentioned Socket welding to be connected on steel plate and corresponding with hole, described steel plate is also provided with a layer concrete decorative layer.
Be welded into the channel-section steel bearing frame that can run through for pipeline in advance with many channel-section steels, hole offered by steel plate.During construction, be fixed on after angle steel horizontal positioned in the structural beams of piping shaft, then channel-section steel bearing frame is fixed on angle steel, form bearing course; Lay steel plate, and on steel pipe soldering sleeve, finally at steel plate upper concrete decorative layer, with smashing with smearing, complete surperficial press polish, formed decorative cover.Structure is simple, and constructability, saves labour, instead of concrete bearing layer of the prior art with channel-section steel bearing frame, and making only needs to carry out once concrete cast (concrete decorative layer), and working procedure is few, shortens construction period.
As improvement, described angle steel has two, and is symmetricly set on the arranged on left and right sides of channel-section steel bearing frame.This setting, makes angle steel bearing capacity more even.
As improvement, described angle steel wears multiple expansion bolt.This setting, makes the syndeton between angle steel and piping shaft structural beams simple, firm, and constructability.
As improvement, described channel-section steel bearing frame is welded on angle steel.This setting, makes, being connected firmly between channel-section steel bearing frame and angle steel.
The beneficial effects of the utility model are mainly reflected in: channel-section steel bearing frame is welded on angle steel, form load-carrying members, concrete decorative layer is cast on steel plate, forms decorative cover after press polish, and comparatively prior art is compared, structure is simple, constructability, saves labour, only needs to carry out once concrete cast, working procedure is few, shortens construction period.And easy to connect between angle steel and piping shaft structural beams, symmetrically arranged angle steel bearing capacity is more even.In addition, angle steel, channel-section steel bearing frame, steel plate all sub-categoryly can carry out standardization deep processing by drawing in advance, avoid on-site cutting, construct more convenient.
Accompanying drawing explanation
Fig. 1 is top view of the present utility model.
Fig. 2 be in Fig. 1 A-A to sectional view.
Fig. 3 be in Fig. 1 B-B to sectional view.
Shown in figure: 1, sleeve pipe, 11, cushion coat, 2, angle steel, 21, expansion bolt, 3, channel-section steel bearing frame, 4, steel plate, 5, concrete decorative layer, 6, structural beams, 7, pipeline.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Floor slab structure between architecture pipe as shown in Figure 1, Figure 2, Figure 3 shows, comprise two levels and be arranged on angle steel 2 in piping shaft structural beams 6, the channel-section steel bearing frame 3 that one to be welded by many channel-section steels, can run through for pipeline is welded on angle steel 2, and the upper surface of channel-section steel bearing frame 3 lays a steel plate 4.Described steel plate 4 is offered the hole run through for pipeline 7.Steel plate 4 welding multiple sleeve pipe 1 be enclosed within outside pipeline 7, being provided with the cushion coat 11 for being wrapped in outside pipeline 7 in sleeve pipe 1, described cushion coat 11 can be cement oakum, also can be waterproof clay, and described sleeve pipe 1 is corresponding with hole.Described steel plate 4 is also provided with a layer concrete decorative layer 5.
Described angle steel 2 has two, and is symmetricly set on the arranged on left and right sides of channel-section steel bearing frame 3.Described angle steel 2 is fixed in the structural beams of piping shaft by multiple expansion bolt 21.
Its construction method comprises the following steps:
1) by after angle steel 2 horizontal positioned, be fixed in the structural beams 6 of piping shaft with multiple expansion bolt 21;
2) be welded into the channel-section steel bearing frame that can run through for pipeline with many channel-section steels, and channel-section steel bearing frame 3 is welded on angle steel 2;
3) on steel plate 4, offer the hole passed for pipeline 7, and steel plate 4 is laid on channel-section steel bearing frame 3;
4) put into sleeve pipe 1 by being used for the cushion coat 11 be wrapped in outside pipeline 7, and sleeve pipe 1 is welded on steel plate 4, make it corresponding with hole;
5) at steel plate 4 upper concrete decorative layer 5, with smashing with smearing, and surperficial press polish is completed.
Below be only described with regard to the utility model preferred embodiment, but can not be interpreted as it is limitations on claims.The utility model is not only confined to above embodiment, and its concrete structure allows to change.All various changes done in the protection domain of the utility model independent claims are all in protection domain of the present utility model.
Claims (4)
1. the floor slab structure between architecture pipe, comprise multiple sleeve pipe (1) be enclosed within outside pipeline, the cushion coat (11) for being wrapped in outside pipeline is provided with in sleeve pipe (1), it is characterized in that: described floor slab structure comprises at least two levels and is arranged on angle steel (2) in piping shaft structural beams, one is welded by many channel-section steels, the channel-section steel bearing frame (3) that can run through for pipeline is fixed on angle steel (2), the upper surface of channel-section steel bearing frame (3) lays a steel plate (4), described steel plate (4) is offered the hole run through for pipeline, it is upper and corresponding with hole that above-mentioned sleeve pipe (1) is welded on steel plate (4), described steel plate (4) is also provided with a layer concrete decorative layer (5).
2. the floor slab structure between architecture pipe according to claim 1, is characterized in that: described angle steel (2) has two, and is symmetricly set on the arranged on left and right sides of channel-section steel bearing frame (3).
3. the floor slab structure between architecture pipe according to claim 1, is characterized in that: described angle steel (2) wears multiple expansion bolt (21).
4. the floor slab structure between architecture pipe according to claim 1, is characterized in that: described channel-section steel bearing frame (3) is welded on angle steel (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520169007.6U CN204491953U (en) | 2015-03-25 | 2015-03-25 | Floor slab structure between architecture pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520169007.6U CN204491953U (en) | 2015-03-25 | 2015-03-25 | Floor slab structure between architecture pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491953U true CN204491953U (en) | 2015-07-22 |
Family
ID=53571263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520169007.6U Withdrawn - After Issue CN204491953U (en) | 2015-03-25 | 2015-03-25 | Floor slab structure between architecture pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491953U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513157A (en) * | 2021-05-10 | 2021-10-19 | 山西四建集团有限公司 | Construction method for reserving large-diameter casing of pipe well |
| CN114382252A (en) * | 2022-01-29 | 2022-04-22 | 中建科工集团有限公司 | Well pre-buried structure and steel structure building construction method |
-
2015
- 2015-03-25 CN CN201520169007.6U patent/CN204491953U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113513157A (en) * | 2021-05-10 | 2021-10-19 | 山西四建集团有限公司 | Construction method for reserving large-diameter casing of pipe well |
| CN114382252A (en) * | 2022-01-29 | 2022-04-22 | 中建科工集团有限公司 | Well pre-buried structure and steel structure building construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150722 Effective date of abandoning: 20160831 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |