CN205224067U - Anticorrosive industry factory building precast concrete grade beam that excels in - Google Patents
Anticorrosive industry factory building precast concrete grade beam that excels in Download PDFInfo
- Publication number
- CN205224067U CN205224067U CN201521110730.3U CN201521110730U CN205224067U CN 205224067 U CN205224067 U CN 205224067U CN 201521110730 U CN201521110730 U CN 201521110730U CN 205224067 U CN205224067 U CN 205224067U
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- CN
- China
- Prior art keywords
- grade beam
- beam body
- anticorrosive
- structure reinforcing
- cushion cap
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Abstract
The utility model discloses an anticorrosive industry factory building precast concrete grade beam that excels in links together as the building basis with the cushion cap, include the prefabricated grade beam body that forms by high -strength concrete, the relevant design specifications of inside basis of grade beam body inlays the structure reinforcing bar that buries a plurality of high strength, and the structure reinforcing bar of following the vertical orientation of grade beam body stretches out in the both ends of grade beam body face, and the grade beam body colludes even rigid coupling in the structure reinforcing bar at both ends with the cushion cap through stretching out, be equipped with two pre -buried lifting hooks on the surface of grade beam body. The utility model discloses a through according to the prefabrication that pipeline system production is good in the factory building, its mould can be recycled, and product quality is good, production is swift, energy -concerving and environment -protective, anticorrosive, and construction convenience can overcome with high costs, long in time limit, the shortcoming such as personnel are many of cast -in -situ construction existence.
Description
Technical field
The utility model relates to building products technical field, is specifically related to a kind of concrete ground beam for industrial premises.
Background technology
Grade beam is the basis of construction work, and in traditional architecture work progress, grade beam construction generally adopts cast-in-place, namely basic irrigation canals and ditches have first been dug, then lay ground beam template in the trench, and place structure reinforcing bars in template, finally form grade beam by the concrete impouring template be stirred.After the maintenance of some days, by form removable, it is namely final grade beam.The shortcoming of this cast-in-place mode is: the first, need completely move to the job site such as template, structure reinforcing bars, cement sandstone, needs a large amount of workmans like this and takies large-area place, thus can increase many extra costs; The second, after irrigation canals and ditches dig, also will lay template and structure reinforcing bars etc., need to expend the long period, if run into heavy showers weather in this process, irrigation canals and ditches often can cave in, and not only can increase cost, and meeting schedule delays; 3rd, cast-in-place grade beam must wait for that many days ability form removals carry out next step construction, and from laying template to stripping, the whole process need long period, therefore can elongate the whole construction period.
Utility model content
The utility model for the defect of prior art, provide that a kind of structure is simple, easy construction, anticorrosive industrial premises high-strength concrete prefabricated grade beam that construction cost is low.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: a kind of anticorrosive industrial premises high-strength concrete prefabricated grade beam, link together as building foundation with cushion cap, it is characterized in that: comprise by the prefabricated grade beam body of strong concrete, the inside of grade beam body is embedded with the structure reinforcing bars of some high strength, structure reinforcing bars along grade beam body longitudinal direction stretches out in the both ends of the surface of grade beam body, and grade beam body links affixed by the structure reinforcing bars and cushion cap stretching out in two ends; Two pre-buried suspension hooks are provided with at the upper surface of grade beam body.
Further, described pre-buried suspension hook is arranged on the longitudinal central axis line of grade beam body upper surface, better to keep balance when lifting.
Further, need just to add corresponding anticorrosive additive material in technical recipe according to difference in process of production, the surface of grade beam body has anticorrosive overcoat, and anticorrosive overcoat is brush by epoxy resin, polyurethane coating or vinyl ester resin the thin body layer being pasted on concrete body surface formed.
In work progress, after placing grade beam body, only the steel bar welding of the structure reinforcing bars of grade beam body and cushion cap need be connected, then carry out simple formwork and build and just can complete foundation construction.
The utility model be by factory building according to the prefabrication that pipeline system is produced, its mould can be recycled, good product quality, produce quick, energy-conserving and environment-protective, anticorrosive, easy construction, the shortcomings such as the cost that cast-in-place construction exists is high, long in time limit, personnel are many can be overcome.
Accompanying drawing explanation
Fig. 1 is the utility model plane structure chart;
Fig. 2 is the utility model cross section structure figure;
Fig. 3 is that the utility model matches scheme of installation.
In figure, 1 is grade beam body, and 2 is cushion cap, and 3 is pre-buried suspension hook, and 4 is structure reinforcing bars.
Detailed description of the invention
In the present embodiment, with reference to Fig. 1, Fig. 2 and Fig. 3, described anticorrosive industrial premises high-strength concrete prefabricated grade beam 1, link together as building foundation with cushion cap 2, comprise by concrete prefabricated grade beam body 1, the inside of grade beam body 1 is embedded with some structure reinforcing bars 3, and the structure reinforcing bars 4 along grade beam body 1 longitudinal direction stretches out in the both ends of the surface of grade beam body 1, and grade beam body 1 is linked affixed with cushion cap by the structure reinforcing bars 4 stretching out in two ends or welded; Two pre-buried suspension hooks 3 are provided with at the upper surface of grade beam body 1.
Described pre-buried suspension hook 3 is arranged on the longitudinal central axis line of grade beam body 1 upper surface, better to keep balance when lifting.
Grade beam body 1 needs just to add corresponding anticorrosive additive material in technical recipe according to difference in process of production, the surface of grade beam body 1 has anticorrosive overcoat, and anticorrosive overcoat is for being brushed by epoxy resin (or polyurethane coating or vinyl ester resin) and the thin body layer being pasted on concrete body surface that formed.
In work progress, after placing grade beam body 1, only the structure reinforcing bars of grade beam body need be fixed with the reinforcing bar hook joint of cushion cap or welded, then carry out simple formwork and build and just can complete foundation construction.
Below the utility model is described in detail, the above, be only the preferred embodiment of the utility model, when not limiting the application's practical range, namely allly do impartial change according to the application's scope and modify, all should still belong in the utility model covering scope.
Claims (3)
1. anticorrosive industrial premises high-strength concrete prefabricated grade beam, link together as building foundation with cushion cap, it is characterized in that: comprise by concrete prefabricated grade beam body, the inside of grade beam body is embedded with some structure reinforcing bars according to relevant design specification, structure reinforcing bars along grade beam body longitudinal direction stretches out in the both ends of the surface of grade beam body, and grade beam body is linked affixed with cushion cap reinforcing bar by the structure reinforcing bars stretching out in two ends or welded; Two pre-buried suspension hooks are provided with at the upper surface of grade beam body.
2. anticorrosive industrial premises high-strength concrete prefabricated grade beam according to claim 1, is characterized in that: described pre-buried suspension hook is arranged on the longitudinal central axis line of grade beam body upper surface.
3. anticorrosive industrial premises high-strength concrete prefabricated grade beam according to claim 1, it is characterized in that: the surface of grade beam body has anticorrosive overcoat, anticorrosive overcoat is brush by epoxy resin, polyurethane coating or vinyl ester resin the thin body layer being pasted on concrete body surface formed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201521110730.3U CN205224067U (en) | 2015-12-25 | 2015-12-25 | Anticorrosive industry factory building precast concrete grade beam that excels in |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201521110730.3U CN205224067U (en) | 2015-12-25 | 2015-12-25 | Anticorrosive industry factory building precast concrete grade beam that excels in |
Publications (1)
Publication Number | Publication Date |
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CN205224067U true CN205224067U (en) | 2016-05-11 |
Family
ID=55899142
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201521110730.3U Expired - Fee Related CN205224067U (en) | 2015-12-25 | 2015-12-25 | Anticorrosive industry factory building precast concrete grade beam that excels in |
Country Status (1)
Country | Link |
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CN (1) | CN205224067U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109024650A (en) * | 2018-08-30 | 2018-12-18 | 重庆华硕建设有限公司 | A kind of construction method on basis |
-
2015
- 2015-12-25 CN CN201521110730.3U patent/CN205224067U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109024650A (en) * | 2018-08-30 | 2018-12-18 | 重庆华硕建设有限公司 | A kind of construction method on basis |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160511 Termination date: 20191225 |