CN205617415U - Shaped steel integrated configuration floor equipment foundations - Google Patents
Shaped steel integrated configuration floor equipment foundations Download PDFInfo
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- CN205617415U CN205617415U CN201620431140.9U CN201620431140U CN205617415U CN 205617415 U CN205617415 U CN 205617415U CN 201620431140 U CN201620431140 U CN 201620431140U CN 205617415 U CN205617415 U CN 205617415U
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- steel
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- equipment foundations
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Abstract
The utility model provides a shaped steel integrated configuration floor equipment foundations, includes shaped steel girder steel (1), edge of a wing extension steel sheet (2), stiffener (3), cant chisei (4), U type crab -bolt (5), longitudinal reinforcement (6), transverse reinforcement (7) and foundation concrete (6). Steel flange both sides welded flange extension steel sheet, respectively at shaped steel steel beam web plate both sides welding stiffener, at shaped steel girder steel top welding cant chisei, punch and with U type crab -bolt and through the nut fastening in edge of a wing extension steel sheet both sides, U type crab -bolt top set up many be parallel to each other, equidistant U type transverse reinforcement, transverse reinforcement upper portion ligature have many be parallel to each other, equidistant longitudinal reinforcement, after having set up longitudinal reinforcement and transverse reinforcement, prop up concreting after the template at last. The utility model discloses equipment foundations are passed through U type bolt and are connected with the girder steel, and the conduction of basic atress is clear and definite, and the reliability is stronger, are applicable to on the floor highly higher equipment foundations or bear great horizontal force equipment foundations.
Description
Technical field
The utility model relates to a kind of shaped steel combination structure floor Equipment Foundations, belongs to construction engineering technical field.
Background technology
In industry with civil buildings, particularly in industrial building, on floor, Equipment Foundations are very many, and basis is held
Very big by horizontal loading and vertical load, normal section steel combining structure Equipment Foundations are mainly configuration coagulation on shaped steel girder steel
Earth foundation two-way concrete slab, a good template after-pouring concrete, this foundation construction is more convenient, but due to mixing that basis uses
Solidifying soil is two kinds of different materials with shaped steel girder steel, and binding ability is poor, is easy to when Equipment Foundations are by greater level power
Existing Equipment Foundations lower concrete is by drawing crack, and when particularly Equipment Foundations are higher, crack is particularly evident, and such basis is easy for losing
Effect, needs to take reinforcement measure to repair this type of crack, causes bigger economic cost.
Content of the invention
The purpose of this utility model is, the problem existing for existing normal section steel combining structure Equipment Foundations, provides one
Plant shaped steel combination structure floor Equipment Foundations.
The technical solution of the utility model is, a kind of shaped steel combination structure floor Equipment Foundations include shaped steel girder steel, the edge of a wing
Lengthen steel plate, stiffener, peg, U-shaped crab-bolt, longitudinal reinforcement, transverse steel and base concrete；Described shaped steel steel beam flange two
Side welded flange lengthens steel plate；Weld stiffener, weld stud above shaped steel girder steel respectively in shaped steel steel beam web plate both sides；?
The edge of a wing is lengthened steel plate two side perforating and is vertically fixed on edge of a wing lengthening steel plate U-shaped crab-bolt by nut, above U-shaped crab-bolt
Arrange many be parallel to each other, equidistant transverse steel, the colligation of transverse steel top be parallel to each other, equidistant longitudinal steel
Muscle；After setting longitudinal reinforcement and transverse steel, last formwork supporting plate after-pouring concrete.
Described U-shaped crab-bolt has many, and on shaped steel girder steel length direction, many single u-shaped crab-bolt is parallel to each other, is uniformly distributed admittedly
The edge of a wing being scheduled on shaped steel girder steel lengthens on steel plate.
The spacing of described U-shaped crab-bolt is more than the spacing of transverse steel.
The beneficial effects of the utility model are, the utility model Equipment Foundations are connected with girder steel by U-bolt, and basis is subject to
Power conduction clearly, reliability is relatively strong, security preferably, economy and practical.
The utility model is suitable for shaped steel combining structure and is applicable on floor the higher Equipment Foundations of height or bears compared with flood
Flat power Equipment Foundations.
Brief description
Fig. 1 is side schematic view of the present utility model；
Fig. 2 is floor map of the present utility model；
In figure: 1 is shaped steel girder steel；2 is that the edge of a wing lengthens steel plate；3 is stiffener；4 is peg；5 is U-shaped crab-bolt；6 is longitudinally
Reinforcing bar；7 is transverse steel；8 is base concrete.
Detailed description of the invention
Detailed description of the invention of the present utility model is as depicted in figs. 1 and 2.
A kind of shaped steel combination structure floor Equipment Foundations of the present embodiment include that shaped steel girder steel the 1st, the edge of a wing lengthens steel plate and the 2nd, puts more energy into
Plate the 3rd, peg the 4th, U-shaped crab-bolt the 5th, longitudinal reinforcement the 6th, transverse steel 7 and base concrete 8.
Both sides, shaped steel girder steel 1 edge of a wing welded flange lengthens steel plate 2；In the web both sides of shaped steel girder steel 1, welding is put more energy into respectively
Plate 3, weld stud 4 above shaped steel girder steel 1；Lengthen 2 liang of side perforatings of steel plate on the edge of a wing and U-shaped crab-bolt 5 is fastened by nut
Lengthen on steel plate 2 on the edge of a wing, U-shaped crab-bolt 5 be provided above many be parallel to each other, equidistant U-shaped transverse steel 7, laterally
Reinforcing bar 7 top be banded with many being parallel to each other, equidistant longitudinal reinforcement 6；After setting longitudinal reinforcement 6 and transverse steel 7,
Last formwork supporting plate after-pouring concrete.
Claims (4)
1. shaped steel combination structure floor Equipment Foundations, it is characterised in that described basis includes that shaped steel girder steel, the edge of a wing lengthen steel
Plate, stiffener, peg, U-shaped crab-bolt, longitudinal reinforcement, transverse steel and base concrete；Described steel beam flange both sides welded flange
Lengthen steel plate；Weld stiffener, weld stud above shaped steel girder steel respectively in shaped steel steel beam web plate both sides；Lengthen steel on the edge of a wing
Plate two side perforating fastened U-shaped crab-bolt and by nut, U-shaped crab-bolt be provided above many be parallel to each other, equidistant U-shaped
Transverse steel, be banded with on transverse steel top many being parallel to each other, equidistant longitudinal reinforcement；Set longitudinal reinforcement and
After transverse steel, last formwork supporting plate after-pouring concrete.
2. a kind of shaped steel combination structure floor Equipment Foundations according to claim 1, it is characterised in that described U-shaped crab-bolt is hung down
The edge of a wing being directly arranged on shaped steel girder steel lengthens on steel plate.
3. a kind of shaped steel combination structure floor Equipment Foundations according to claim 1, it is characterised in that described U-shaped crab-bolt has
Many, on shaped steel girder steel length direction, many single u-shaped crab-bolt is parallel to each other, be uniformly distributed and be fixed on the edge of a wing of shaped steel girder steel and add
On long steel plate.
4. a kind of shaped steel combination structure floor Equipment Foundations according to claim 1, it is characterised in that described U-shaped crab-bolt
Spacing is more than the spacing of transverse steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620431140.9U CN205617415U (en) | 2016-05-13 | 2016-05-13 | Shaped steel integrated configuration floor equipment foundations |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620431140.9U CN205617415U (en) | 2016-05-13 | 2016-05-13 | Shaped steel integrated configuration floor equipment foundations |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617415U true CN205617415U (en) | 2016-10-05 |
Family
ID=57023340
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620431140.9U Active CN205617415U (en) | 2016-05-13 | 2016-05-13 | Shaped steel integrated configuration floor equipment foundations |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617415U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499176A (en) * | 2016-11-30 | 2017-03-15 | 上海建工二建集团有限公司 | Template and its installation method of section is poured after being applied to assembled beam-column |
-
2016
- 2016-05-13 CN CN201620431140.9U patent/CN205617415U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499176A (en) * | 2016-11-30 | 2017-03-15 | 上海建工二建集团有限公司 | Template and its installation method of section is poured after being applied to assembled beam-column |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |