CN206128544U - Overhead web beam - Google Patents

Overhead web beam Download PDF

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Publication number
CN206128544U
CN206128544U CN201621139992.7U CN201621139992U CN206128544U CN 206128544 U CN206128544 U CN 206128544U CN 201621139992 U CN201621139992 U CN 201621139992U CN 206128544 U CN206128544 U CN 206128544U
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CN
China
Prior art keywords
load seat
buttress brace
floor
web beam
support column
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Application number
CN201621139992.7U
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Chinese (zh)
Inventor
杨松涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Shenfei Tonglu Room Equipment Technology Co Ltd
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Beijing Shenfei Tonglu Room Equipment Technology Co Ltd
Priority date (The priority date 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 date listed.)
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Application filed by Beijing Shenfei Tonglu Room Equipment Technology Co Ltd filed Critical Beijing Shenfei Tonglu Room Equipment Technology Co Ltd
Priority to CN201621139992.7U priority Critical patent/CN206128544U/en
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Publication of CN206128544U publication Critical patent/CN206128544U/en
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Abstract

The utility model relates to a prevent static building materials structure field, concretely relates to overhead web beam. Including floor support, stiffening beam and the spacing electrically conductive cushion of laying from bottom to top, stiffening beam both ends overlap joint is on two floors are supported, and stiffening beam both ends upper surface is located to spacing electrically conductive cushion, the floor is supported including the lower load seat that sets gradually, support column from bottom to top and is gone up the load seat, the upper surface of going up in case of necessity the load seat is equipped with a plurality of stiffening beam locating plates, and the district of placing that becomes to place the stiffening beam is cut apart to the upper surface that the load seat will be gone up to a plurality of stiffening beam locating plates to crossbeam that floor bottom surface edge was laid replaces old four corners to support as supporting all around, support with the line promptly to have replaced a little supporting, has increased the pressure that the lifting surface area has reduced unit area, increase to prevent static and make somebody a mere figurehead the bearing on floor, thus the not fragile life that has lengthened.

Description

On put web beam
Technical field
The utility model is related to antistatic construction material structure field, and in particular to put web beam on a kind of floor board for machine room.
Background technology
As computer floor is developed rapidly, especially data center needs rapid deployment, and the rack of many machine rooms is by connection Plate entire row arranges that rack and first cabinet of each row are positioned over above anti-static movable floor.Rack arranges that density and server density increase, Load-bearing to floor proposes requirements at the higher level.CN201220287250.4 is that traditional corner supports, and height cannot be adjusted.Mesh It is front in actual use, the system architecture of calcium sulfate floor and compoiste wood floor is by support and the crossbeam for being stuck in support.Existing group Into support system, crossbeam is weak, and the beam structure load-bearing being stuck on support is less, crossbeam typically rise horizontal direction positioning and compared with Little load-bearing effect.Floor is actual to be supported for corner, easy at floor and upper bracket gripper shoe engagement edge after rack is installed Rupture and destroy.
Utility model content
Above-mentioned technical problem is solved with minimum cost, web beam its concrete skill is provided in offer of the present utility model one kind Art scheme is as follows:
Put web beam in one kind, it is described on put web beam include the floor laid from bottom to top support, buttress brace and Spacing conductive rubber cushion, the buttress brace two ends are overlapped in two floors and support, and the spacing conductive rubber cushion is located at described Buttress brace both ends upper surface;The floor supports lower load seat, support column and the upper load for including setting gradually from bottom to top Seat, the upper load seat and the lower load seat are detachably connected with the support column.
Preferably, the upper surface of the upper load seat is provided with multiple buttress brace location-plates, multiple buttress brace location-plates Some rest areas for placing the buttress brace are surrounded with the upper surface of upper load seat.
Preferably, the spacing conductive rubber cushion upper surface is provided with high abrasion-resistant fireproof chlorine oxygen magnesium coating.
Preferably, the two ends of buttress brace are provided with load seat locating piece, and the load seat locating piece is overlapped on the rest area It is interior.
Preferably, to set female cylindrical tube, the upper load seat lower section is provided with connection screw thread post to the support column, The connection screw thread post is provided with the external screw thread being adapted with the internal thread of the support column.
Preferably, the support column is provided with nut limit device away from described lower load seat one end.
Preferably, the first stop nut and the second stop nut are arranged with successively on the connection screw thread post.
Being supported as surrounding using the crossbeam that floor bottom edge is laid replaces old corner to support, i.e., supported with line and replaced Point is supported, and increases the pressure that lifting surface area reduces unit area, increases the load-bearing of anti-electrostatic aerial floor, is hardly damaged So as to extend service life.
Description of the drawings
Fig. 1 assembles schematic overview to put web beam on the floor board for machine room of embodiment 1;
Fig. 2 supports dimensional structure diagram for the floor of embodiment 1;
Fig. 3 is the buttress brace dimensional structure diagram of embodiment 2;
Fig. 4 supports dimensional structure diagram for the floor of embodiment 2;
For the buttress brace of embodiment 2, remaining structure sample shows figure to Fig. 5 a;
For the buttress brace of embodiment 2, remaining structure sample shows figure to Fig. 5 b;
For the buttress brace of embodiment 2, remaining structure sample shows figure to Fig. 5 c;
For the buttress brace of embodiment 2, remaining structure sample shows figure to Fig. 5 d.
Floor supports 1, lower load seat 1-1, support column 1-2, upper load seat 1-3, buttress brace location-plate 1-4, connection screw thread Post 1-5, the first stop nut 1-5-1, the second stop nut 1-5-2, buttress brace 2, load seat locating piece 2-1, spacing conducting resinl Pad 3.
Specific embodiment
Embodiment 1
As Figure 1-Figure 2, put web beam in one kind, it is described on put the floor that web beam includes laying from bottom to top 1, buttress brace 2 and spacing conductive rubber cushion 3, the two ends of the buttress brace 2 is supported to be overlapped in two floors and support on 1, the limit The conductive rubber cushion 3 in position is located at the both ends upper surface of the buttress brace 2;The floor supports 1 to include setting gradually down from bottom to top Load seat 1-1, support column 1-2 and upper load seat 1-3, the upper load seat 1-3 and the lower load seat 1-1 and the support column 1-2 is detachably connected.
Traditional floor corner is placed in floor and supports, and corner can cause to break because shearing is excessive when bearing a heavy burden too high Split.Now floor surrounding uses buttress brace, makes the support of line domain, and on the premise of floor system is changed without, increase is more than 20 percent heavy burden ability.Its principle is to increase contact area in the case where heavy burden is constant, and the pressure of unit area drops It is low.Spacing conductive rubber cushion can preferably with the floor snubber contact laid above, each floor stress plane is uniformly located at together On one horizontal plane, buttress brace is detachably connected with upper load seat.
Section of beam be I-steel shape that square either top and bottom are plane either section bar channel steel shape or sheet metal bending into Flute profile.
The crossbeam that upper load seat top is made up of four direction constitutes plane, and for real face, either micro gap or cavity are tied Structure.Place and place on the spacing conductive rubber cushion in floor or crossbeam that floor is spacing to lead in the cross part top of four direction crossbeam composition Electric rubber cushion.
Embodiment 2
As Figure 3-Figure 4, web beam is put in one kind, is with the difference of embodiment 1, the upper load seat 1-3's Upper surface is provided with the upper table of multiple buttress brace location-plate 1-4, multiple buttress brace location-plate 1-4 and the upper load seat 1-3 Face surrounds some rest areas for placing the buttress brace 2;The spacing upper surface of conductive rubber cushion 3 is provided with high abrasion-resistant fireproof chlorine oxygen magnesium Coating;The two ends of the buttress brace 2 are provided with load seat locating piece 2-1, and the load seat locating piece 2-1 is overlapped on the placement In area;To set female cylindrical tube, the upper load seat 1-3 lower sections are provided with connection screw thread post 1-5 to the support column 1-2, The connection screw thread post 1-5 is provided with the external screw thread being adapted with the internal thread of the support column 1-2;The support column 1-2 is remote Nut limit device 1-2-1 is provided with from described lower load seat 1-1 one end;First is arranged with successively on the connection screw thread post 1-5 Stop nut 1-5-1 and the second stop nut 1-5-2.
Can be prevented fires while antistatic as spacing wire rubber cushion using high-strength abrasion-proof PLASTIC LAMINATED;Buttress brace location-plate The position relationship that buttress brace is supported with floor can be accurately matched with load seat locating piece;Threaded post can be right with support column Height between upper and lower load seat is adjusted;First, second stop nut can lock the distance between upper and lower load seat Fixed and pretension, nut banking stop can provide limited support face for stop nut.Buttress brace location-plate can with load seat limited block With more preferable assistant reinforcement beam location and installation.
The utility model can be cut when floor covering layers to edge need cutting using buttress brace is lengthened;Increased floor Overall stable and security, and floor practicality.
Fig. 5 a, Fig. 5 b, Fig. 5 c, Fig. 5 d, it is middle list respectively, several remaining example of shape of buttress brace can be according to need Seek Dismountable combination collocation.Bolt hole punch position can be laid by Specific construction situation.
The directionality words of description such as " first, last, front, back, inside, outside, upper and lower " that the utility model is enumerated are merely to just It is limited in explanation rather than to concrete structure citing.
The utility model is not limited to above-mentioned preferred forms, and anyone can draw under enlightenment of the present utility model Other various forms of products, however, make any change in its shape or structure, it is every with same as the present application or phase Approximate technical scheme, all falls within protection domain of the present utility model.

Claims (7)

1. web beam is put in one kind, it is characterised in that web beam is put on described includes that the floor laid from bottom to top supports (1), buttress brace (2) and spacing conductive rubber cushion (3), buttress brace (2) two ends are overlapped in two floors and support on (1), The spacing conductive rubber cushion (3) is located at the buttress brace (2) both ends upper surface;The floor supports (1) including from bottom to top Lower load seat (1-1), support column (1-2) and the upper load seat (1-3) for setting gradually, the upper load seat (1-3) and it is described under Load seat (1-1) is detachably connected with the support column (1-2).
2. buttress brace is put on according to claim 1, it is characterised in that the upper surface of the upper load seat (1-3) is provided with Multiple buttress brace location-plates (1-4), multiple buttress brace location-plates (1-4) are enclosed with the upper surface of the upper load seat (1-3) Into some rest areas for placing the buttress brace (2).
3. web beam is put on according to claim 2, it is characterised in that spacing conductive rubber cushion (3) upper surface sets There is high abrasion-resistant fireproof chlorine oxygen magnesium coating.
4. web beam is put in one kind according to claim 2, it is characterised in that the two ends of the buttress brace (2) are provided with Load seat locating piece (2-1), the load seat locating piece (2-1) is overlapped in the rest area.
5. web beam is put in one kind according to claim 4, it is characterised in that the support column (1-2) is in being provided with The cylindrical tube of screw thread, upper load seat (1-3) lower section is provided with connection screw thread post (1-5), sets on the connection screw thread post (1-5) There is the external screw thread being adapted with the internal thread of the support column (1-2).
6. web beam is put in one kind according to claim 5, it is characterised in that the support column (1-2) is away from described Lower load seat (1-1) one end is provided with nut limit device (1-2-1).
7. web beam is put in one kind according to claim 6, it is characterised in that the connection screw thread post (1-5) On be arranged with the first stop nut (1-5-1) and the second stop nut (1-5-2) successively.
CN201621139992.7U 2016-10-19 2016-10-19 Overhead web beam Active CN206128544U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621139992.7U CN206128544U (en) 2016-10-19 2016-10-19 Overhead web beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621139992.7U CN206128544U (en) 2016-10-19 2016-10-19 Overhead web beam

Publications (1)

Publication Number Publication Date
CN206128544U true CN206128544U (en) 2017-04-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621139992.7U Active CN206128544U (en) 2016-10-19 2016-10-19 Overhead web beam

Country Status (1)

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CN (1) CN206128544U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108166710A (en) * 2017-12-25 2018-06-15 安徽向利机房设备工程有限公司 A kind of ballistic support mechanism for antistatic floor
CN110145092A (en) * 2019-04-02 2019-08-20 北京承达创建装饰工程有限公司 Architecture indoor flooring packed system and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108166710A (en) * 2017-12-25 2018-06-15 安徽向利机房设备工程有限公司 A kind of ballistic support mechanism for antistatic floor
CN110145092A (en) * 2019-04-02 2019-08-20 北京承达创建装饰工程有限公司 Architecture indoor flooring packed system and its construction method

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