CN2455827Y - Strengthened high floor basement - Google Patents
Strengthened high floor basement Download PDFInfo
- Publication number
- CN2455827Y CN2455827Y CN 00265457 CN00265457U CN2455827Y CN 2455827 Y CN2455827 Y CN 2455827Y CN 00265457 CN00265457 CN 00265457 CN 00265457 U CN00265457 U CN 00265457U CN 2455827 Y CN2455827 Y CN 2455827Y
- Authority
- CN
- China
- Prior art keywords
- platform
- trusses
- flooring
- rack
- stay pipe
- 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.)
- Expired - Lifetime
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Abstract
The utility model relates to a strengthened high floor basement, which comprises a supporting tube, a base plate connected with the bottom end of the supporting tube, a girder, a platform and a top plate. The platform is connected with the top end of the supporting tube, locking holes are arranged on the platform, the top plate is connected with the upper part of the platform, both ends of the girder are respectively arranged on the platform, and the girder be fixedly locked on the locking holes of the platform by screws. The utility model has the advantages of firm structure, high strength and relatively strong shock resistance.
Description
The utility model relates to Base-rack for flooring, relates in particular to a kind of reinforced Base-rack for flooring.
Existing raised floor 93 is to be erected at (as the left figure of Fig. 1 and Fig. 2) on the crisscross trusses 90, the confluce of these trusses 90 respectively is provided with a pedestal 91, this pedestal 91 respectively is provided with a stay pipe 94, stay pipe 94 tops are provided with a top board 92, in order to trusses 90 is supported on suitable height, so that borrow these pedestals 91 support trusses 90 and floor 93 to be positioned at suitable height.But, as the right figure of Fig. 1 and Fig. 2 and shown in Figure 3, existing raised floor 93, because its truss 90 is that locking is on the top board 92 of pedestal 91, its intensity extremely a little less than, can't have preferable shock resistance, when earthquake takes place, cause trusses 90 projections, screw get loose (as the right figure of Fig. 1) easily, trusses 90 and pedestal 91 get loose (as the right figure of Fig. 2), and the generation of trusses 90 bendings phenomenons such as (as Fig. 3), thereby cause the lives and properties heavy losses, so the shatter-proof safety of pedestal must be paid attention to.
The purpose of utility model is exactly that the reinforced Base-rack for flooring that a kind of sound construction, intensity are higher, have strong shock resistance is provided in order to overcome the defective that above-mentioned prior art exists.
The purpose of this utility model is achieved in that reinforced Base-rack for flooring, comprise that a stay pipe, is connected the base plate of this stay pipe bottom, a trusses, it is characterized in that, also comprise a platform, a top board, described platform is connected the stay pipe top, and platform is provided with locking hole, and described top board is connected the platform top, described trusses two ends place on the platform respectively, and by screw trusses are locked on the locking hole of platform.
The top of described top board and the top of trusses are on same horizontal plane.
Described top board and trusses top are provided with the floor.
Described base plate is provided with a plurality of fixing holes.
Be provided with multi-disc triangle wing plate between described stay pipe and the base plate, described triangle wing plate is connected between stay pipe outer wall and the plate top surface.
Described platform is square tabular.
Described platform is connected the stay pipe top with welding manner.
Described platform is provided with a screw, and described top board bottom sets firmly a screw rod, and this screw rod is screwed onto in the screw of platform, is bolted with nut on screw rod.
Locking hole on the described platform is a long slot bore.
Be provided with pad between described platform and the trusses.
The utility model is provided with a platform on the stay pipe top of pedestal, one end of trusses is locked on platform, because platform is connected on the bigger and firmer stay pipe of diameter, its intensity is preferable, and platform has bigger area, support trusses firmly, and can reduce the stress that earthquake causes and concentrate, has preferable shock resistance, when earthquake takes place, can prevent effectively that trusses projection, trusses and pedestal from getting loose and phenomenon such as purlin fine strain of millet bending takes place, therefore the shatter-proof safety of raised floor is increased substantially.
Concrete structure of the present utility model is further provided by the following drawings and embodiment:
Fig. 1 is the floor map () of existing raised floor;
Fig. 2 is the floor map (two) of existing raised floor;
Fig. 3 is the floor map (three) of existing raised floor;
Fig. 4 is the schematic perspective view of the utility model pedestal;
Fig. 5 is the floor map that the utility model pedestal combines with trusses and floor;
Fig. 6 is the three-dimensional exploded view on the utility model pedestal and trusses and floor.
As shown in Figure 4, the utility model is a kind of reinforced Base-rack for flooring.This pedestal comprises a stay pipe 10, a base plate 20, a platform 30 and a top board 40, stay pipe 10 is hollow round tubular, base plate 20 is square tabular, this base plate 20 is connected stay pipe 10 bottoms with welding manner, base plate 20 is provided with a plurality of fixing holes 21, and locking on the ground so that utilize retaining element such as screw (figure does not show).In addition be provided with four triangle wing plates 50 between stay pipe 10 and base plate 20, these triangle wing plates 50 are connected between stay pipe 10 outer walls and base plate 20 end faces with welding manner, in order to the support strength of increase stay pipe 10, prevent that stay pipe 10 from bending or be out of shape.Platform 30 is square tabular, and it is connected stay pipe 10 tops with welding manner, and platform 30 central authorities are provided with a screw 32 (as Fig. 5), and position, nearly four limit respectively is provided with at least one locking hole 31 on this platform 30, and this locking hole 31 is a long slot bore, so that adjust.Top board 40 generally is square tabular, its bottom is installed with a screw rod 41 that extends vertically downward, top board 40 is located at platform 30 tops, the screw rod 41 of top board 40 bottoms is screwed onto in the screw 32 of platform 30, make top board 40 be connected platform 30 tops in the mode of being spirally connected, and can on screw rod 41, be bolted with at least one hexagonal (hexagon)nut 42, so that screw rod 41 is locked on platform 30.
As Fig. 5 and shown in Figure 6, raised floor 60 is erected on the crisscross trusses 70, the plotted point of these trusses 70 respectively is provided with a pedestal, stay pipe 10 tops of pedestal are provided with a platform 30, one end of trusses 70 can be placed on the platform 30, the top of the top of trusses 70 and top board 40 is at same horizontal plane, make on trusses 70 and the top board 40 floor 60 can be set, utilize trusses 70 that floor 60 is supported on suitable height, and can utilize screw 71 to be located in the locking hole 31 of trusses 70 and platform 30, one end of trusses 70 is locked on platform 30, floor 60 utilizes screw 43 lockings on top board 40, in addition also can between trusses 70 and platform 30 pad 80 be set, this pad 80 is one to have the lamellar body of suitable thickness, and it is provided with suitable recess 81, pad 80 is between trusses 70 and platform 30, in order to an end of bed hedgehopping trusses 70, so that being done one, the levelness of trusses 70 adjusts, 81 of recesses can pass for screw 71.
The utility model is provided with a platform 30 on stay pipe 10 tops of pedestal, one end of trusses 70 is locked on platform 30, because platform 30 is connected on the bigger and firmer stay pipe of diameter 10, its intensity is preferable, and platform 30 has bigger area, firmly the support trusses 70, and can reduce the stress that earthquake causes and concentrate, has preferable shock resistance, when earthquake takes place, can effectively prevent trusses 70 projections, screw 71 gets loose, trusses 70 gets loose with pedestal and phenomenon such as purlin fine strain of millet 70 bendings takes place, and therefore the shatter-proof safety of raised floor is increased substantially.
Claims (10)
1, reinforced Base-rack for flooring, comprise that a stay pipe, is connected the base plate of this stay pipe bottom, a trusses, it is characterized in that, also comprise a platform, a top board, described platform is connected the stay pipe top, and platform is provided with locking hole, and described top board is connected the platform top, described trusses two ends place on the platform respectively, and by screw trusses are locked on the locking hole of platform.
2, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, the top of described top board and the top of trusses are on same horizontal plane.
3, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, described top board and trusses top are provided with the floor.
4, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, described base plate is provided with a plurality of fixing holes.
5, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, is provided with multi-disc triangle wing plate between described stay pipe and the base plate, and described triangle wing plate is connected between stay pipe outer wall and the plate top surface.
6, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, described platform is square tabular.
7, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, described platform is connected the stay pipe top with welding manner.
8, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, described platform is provided with a screw, and described top board bottom sets firmly a screw rod, and this screw rod is screwed onto in the screw of platform, is bolted with nut on screw rod.
9, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, the locking hole on the described platform is a long slot bore.
10, reinforced Base-rack for flooring as claimed in claim 1 is characterized in that, is provided with pad between described platform and the trusses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00265457 CN2455827Y (en) | 2000-12-26 | 2000-12-26 | Strengthened high floor basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00265457 CN2455827Y (en) | 2000-12-26 | 2000-12-26 | Strengthened high floor basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2455827Y true CN2455827Y (en) | 2001-10-24 |
Family
ID=33619828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00265457 Expired - Lifetime CN2455827Y (en) | 2000-12-26 | 2000-12-26 | Strengthened high floor basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2455827Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295866A (en) * | 2014-09-26 | 2015-01-21 | 常州市民力轴承有限公司 | Supporting rod with strengthening rod |
| CN110595754A (en) * | 2019-09-27 | 2019-12-20 | 中国商用飞机有限责任公司北京民用飞机技术研究中心 | Actuating cylinder base and mechanical test testing system |
-
2000
- 2000-12-26 CN CN 00265457 patent/CN2455827Y/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295866A (en) * | 2014-09-26 | 2015-01-21 | 常州市民力轴承有限公司 | Supporting rod with strengthening rod |
| CN110595754A (en) * | 2019-09-27 | 2019-12-20 | 中国商用飞机有限责任公司北京民用飞机技术研究中心 | Actuating cylinder base and mechanical test testing system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20101226 Granted publication date: 20011024 |