CN2610000Y - Support device for raising floor anti-knock ability - Google Patents
Support device for raising floor anti-knock ability Download PDFInfo
- Publication number
- CN2610000Y CN2610000Y CN 03229689 CN03229689U CN2610000Y CN 2610000 Y CN2610000 Y CN 2610000Y CN 03229689 CN03229689 CN 03229689 CN 03229689 U CN03229689 U CN 03229689U CN 2610000 Y CN2610000 Y CN 2610000Y
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- China
- Prior art keywords
- steel
- bracing
- act
- tank ring
- steel tank
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Abstract
The utility model relates to a shock resistance supporting device, which comprises a base, a support frame and a shock resistance supporting structure connecting the base and the support frame, wherein the supporting structure comprises a screw cap socket, a steel deck, a steel tank ring and fixing screws, the screw cap socket inner diameter is provided with threads corresponding to the adjusting screws, the steel deck outer diameter is bigger than outer diameter of a steel column, the outer diameter of the steel tank ring corresponds to the inner diameter of the steel column, the inner diameter of the steel tank ring is provided with ring shaped hollow grooves, top of the base is provided with at least one screw hole at the corresponding place with the ring shaped hollow grooves, the fixing screws fix the steel tank ring by the screw hole. To compare with the prior art, the utility model can make integration between the base and the support frame firm, which largely improves shock resistance capacity of raised floor.
Description
Technical field
The utility model relates to a kind of anti-act bracing or strutting arrangement, relate in particular to a kind of can be firmly sealed and the anti-act bracing or strutting arrangement that supports raised floor.
Background technology
The transition of industry and scientific and technological progress, stability requirement to product fine rate level is high, the producer is except cultivating first-class talent's operation and purchasing the accurate device fabrication, the integrated environment of machine room is to influence working condition and the whether smooth key factor of flow process, cleanliness factor as dust free room requires to reach certain standard, just can not pollute or have the existence of impurity to manufacture process, and for example the pipeline in networking computer room is complicated, need do suitable layout and fix to avoid it influenced by external force and to be interrupted; And raised floor just provides above demand characteristics, itself and ground separation one space, tool moistureproof ventilative with accommodate function such as pipeline, yet the huge heavy and frequent working environment of earthquake of production equipment is testing the pressure bearing degree and the seismic degree of raised floor, the pedestal of raised floor is combined with bracing frame is more firm, to reach the requirement of its bearing pressure, just can provide a stable production work environment, to safeguard the expensive production equipment and the quality of product.
The pedestal of existing raised floor and support frame structure, see also Fig. 1, pedestal is to be engaged with a steel board by a steel column to form, this steel board is provided with a screw, bracing frame is to be engaged by a top board and an adjustment screw rod to form, this adjustment screw rod is bolted in screw, and can do suitable difference of height position adjustment according to the fluctuating of Horizon, and top board is a fixedly raised floor usefulness of supporting; Seeing also Fig. 2, is the pedestal and the support frame structure of another existing raised floor, and the steel board is provided with a pin-and-hole, and bracing frame is provided with a steady pin, and this steady pin plugs and is fixed in the pin-and-hole.
The structure that the pedestal of above-mentioned existing raised floor engages with bracing frame, only screw or the pin-and-hole that relies on adjustment screw rod or steady pin to be engaged in the steel board of pedestal fixes, its contact fixed-area is little, support force is firm inadequately, therefore can't provide a stable basis, and the bracing frame that directly bears pressure may shake, and causes the joint of raised floor to produce loosening, influence the equipment stationarity on it, maybe will oppress the pipeline of laying under the raised floor; In addition, this existing raised floor bracing or strutting arrangement opposing up and down active force ability a little less than, in case earthquake takes place, the destruction that it suffers is comparatively serious.
The utility model content
The purpose of this utility model is exactly to provide a kind of anti-act bracing or strutting arrangement that makes pedestal engage firmly, can improve the raised floor shock resistance with bracing frame for the defective that overcomes above-mentioned prior art existence.
The purpose of this utility model can be achieved through the following technical solutions: a kind of anti-act bracing or strutting arrangement, comprise pedestal, bracing frame, and the anti-act braced structures that this pedestal is connected with bracing frame, described pedestal is provided with steel column, base plate, and described bracing frame is provided with adjusts screw rod, top board; It is characterized in that, described anti-act braced structures comprises nut lining, steel board, steel tank ring and fixed screw, described nut lining aperture surface is provided with the screw thread corresponding with adjusting screw rod, its top, horizontal formation flange piece that stretches out, described steel board external diameter is greater than the external diameter of steel column, its center has and the corresponding installing hole of nut lining external diameter, described steel tank ring external diameter is corresponding with the steel column internal diameter, its outer diametric plane is provided with annular recess, and its center has and the corresponding centre bore of nut lining external diameter; Described steel board, steel tank ring are respectively by their installing hole, the outer diametric plane that centre bore is set in the nut lining from lower to upper, and the top of the bottom of steel board and steel column is affixed, and the bottom of the bottom of steel tank ring and nut lining is affixed; The corresponding position of described steel column top and annular recess has at least one screw, and described fixed screw is solid with the steel tank ring lock by this screw.
Described steel tank ring bottom surface is provided with concave ring groove, and described steel column top is provided with and should goes up the corresponding inclined hole of concave ring groove, and described fixed screw contacts in last concave ring groove the steel tank ring lock is solid by this inclined hole.
Described adjustment screw rod spiral shell is located in the nut lining.
Described nut lining bottom and the welding of steel tank ring centre bore bottom.
Described steel board bottom and steel column welded top.
Described steel column upper end offers two screws with the corresponding position of annular recess, and these two screws are oppositely arranged, and described fixed screw is solid with the steel tank ring lock by these two screws.
Described steel column upper end offers two inclined holes with the corresponding position of last concave ring groove, and these two inclined holes are oppositely arranged, and described fixed screw is solid with the steel tank ring lock by these two inclined holes.
Compared with prior art, the utlity model has following characteristics:
1. it is firm anti-ly to lift support device structure, and the contact area of bracing frame and nut lining is big, and the bonding surface of steel board and steel column is also bigger, and the therefore anti-braced structures of lifting is more firm with engaging of pedestal.
2. should anti-ly lift bracing or strutting arrangement and have very big anti-act function, this anti-function of lifting fetches realization by fixed screw and multiple spot welding, and it has tangible antidetonation effect.
3. it is big anti-ly to lift the bracing or strutting arrangement carrying, and can disperse to bear the pressure that raised floor is applied to it.
Description of drawings
Fig. 1 connects the cross-sectional view of bracing frame for existing pedestal;
Fig. 2 is the cross-sectional view that another kind of existing pedestal connects bracing frame;
Fig. 3 is the structural representation of the utility model first embodiment;
Fig. 4 is the structural representation of the utility model second embodiment.
The specific embodiment
Below in conjunction with the accompanying drawings and the specific embodiments, the utility model is described in further detail.
Embodiment 1
See also Fig. 3, present embodiment is a kind of anti-act bracing or strutting arrangement, comprise pedestal 1, bracing frame 2, and the anti-act braced structures 3 that this pedestal is connected with bracing frame, described pedestal 1 is provided with steel column 11, base plate 12, described bracing frame 2 is provided with adjusts screw rod 21, top board 22, described anti-act braced structures 3 comprises nut lining 31, steel board 32, steel tank ring 33 and fixed screw 34, described nut lining 31 aperture surfaces are provided with the screw thread corresponding with adjusting screw rod 311, its top, horizontal stretches out and forms flange piece 312, described steel board 32 external diameters are greater than the external diameter of steel column 11, its center has the installing hole 321 corresponding with nut lining external diameter, described steel tank ring 33 external diameters are corresponding with steel column 11 internal diameters, and its outer diametric plane is provided with annular recess 331, and its center has the centre bore 332 corresponding with nut lining external diameter; Described steel board 32, steel tank ring 33 are respectively by their installing hole 321, the outer diametric plane that centre bore 332 is set in nut lining 31 from lower to upper, and the welded top of the bottom of steel board 32 and steel column 11, pad is at a place, the bottom welding of the bottom of steel tank ring 33 and nut lining 31, pad is at the b place; Described adjustment screw rod 21 spiral shells are located in the nut lining 31; The corresponding position of described steel column top and annular recess has two screws 111, and these two screws 111 are oppositely arranged, and described fixed screw 34 locks steel tank ring 33 by this screw 111.
See also Fig. 4, present embodiment is a kind of anti-act bracing or strutting arrangement, comprise pedestal 1, bracing frame 2, and the anti-act braced structures 3 that this pedestal is connected with bracing frame, described pedestal 1 is provided with steel column 11, base plate 12, described bracing frame 2 is provided with adjusts screw rod 21, top board 22, and described anti-act braced structures 3 comprises nut lining 31, steel board 32, steel tank ring 33 and fixed screw 34; Described steel tank ring 33 bottom surfaces are provided with concave ring groove 333, described steel column 11 tops are provided with two inclined holes 112 corresponding with going up concave ring groove 333, these two inclined holes 112 are oppositely arranged, and described fixed screw 34 contacts in last concave ring groove 333 33 lockings of steel tank ring by these two inclined holes 112.All the other structures are identical with embodiment 1.
Claims (7)
1. the anti-bracing or strutting arrangement of lifting comprises pedestal, bracing frame, and the anti-act braced structures that this pedestal is connected with bracing frame, and described pedestal is provided with steel column, base plate, and described bracing frame is provided with adjustment screw rod, top board; It is characterized in that, described anti-act braced structures comprises nut lining, steel board, steel tank ring and fixed screw, described nut lining aperture surface is provided with the screw thread corresponding with adjusting screw rod, its top, horizontal formation flange piece that stretches out, described steel board external diameter is greater than the external diameter of steel column, its center has and the corresponding installing hole of nut lining external diameter, described steel tank ring external diameter is corresponding with the steel column internal diameter, its outer diametric plane is provided with annular recess, and its center has and the corresponding centre bore of nut lining external diameter; Described steel board, steel tank ring are respectively by their installing hole, the outer diametric plane that centre bore is set in the nut lining from lower to upper, and the top of the bottom of steel board and steel column is affixed, and the bottom of the bottom of steel tank ring and nut lining is affixed; The corresponding position of described steel column top and annular recess has at least one screw, and described fixed screw is solid with the steel tank ring lock by this screw.
2. a kind of anti-act bracing or strutting arrangement according to claim 1, it is characterized in that, described steel tank ring bottom surface is provided with concave ring groove, and described steel column top is provided with and should goes up the corresponding inclined hole of concave ring groove, and described fixed screw contacts in last concave ring groove the steel tank ring lock is solid by this inclined hole.
3. a kind of anti-act bracing or strutting arrangement according to claim 1 is characterized in that described adjustment screw rod spiral shell is located in the nut lining.
4. a kind of anti-act bracing or strutting arrangement according to claim 1 is characterized in that, described nut lining bottom and the welding of steel tank ring centre bore bottom.
5. a kind of anti-act bracing or strutting arrangement according to claim 1 is characterized in that, described steel board bottom and steel column welded top.
6. a kind of anti-act bracing or strutting arrangement according to claim 1 is characterized in that, described steel column upper end offers two screws with the corresponding position of annular recess, and these two screws are oppositely arranged, and described fixed screw is solid with the steel tank ring lock by these two screws.
7. a kind of anti-act bracing or strutting arrangement according to claim 1 is characterized in that, described steel column upper end offers two inclined holes with the corresponding position of last concave ring groove, and these two inclined holes are oppositely arranged, and described fixed screw is solid with the steel tank ring lock by these two inclined holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03229689 CN2610000Y (en) | 2003-03-24 | 2003-03-24 | Support device for raising floor anti-knock ability |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03229689 CN2610000Y (en) | 2003-03-24 | 2003-03-24 | Support device for raising floor anti-knock ability |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2610000Y true CN2610000Y (en) | 2004-04-07 |
Family
ID=34165005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03229689 Expired - Fee Related CN2610000Y (en) | 2003-03-24 | 2003-03-24 | Support device for raising floor anti-knock ability |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2610000Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895282A (en) * | 2015-04-13 | 2015-09-09 | 来宝根 | Improved building floor keel installation structure and construction method |
| CN104746843B (en) * | 2015-04-08 | 2016-12-07 | 李代碧 | A kind of keel structure on the building floor of detachable adjustable height |
-
2003
- 2003-03-24 CN CN 03229689 patent/CN2610000Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104746843B (en) * | 2015-04-08 | 2016-12-07 | 李代碧 | A kind of keel structure on the building floor of detachable adjustable height |
| CN104895282A (en) * | 2015-04-13 | 2015-09-09 | 来宝根 | Improved building floor keel installation structure and construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20040407 Termination date: 20110324 |