CN206233103U - A kind of trestle panel - Google Patents
A kind of trestle panel Download PDFInfo
- Publication number
- CN206233103U CN206233103U CN201621137929.XU CN201621137929U CN206233103U CN 206233103 U CN206233103 U CN 206233103U CN 201621137929 U CN201621137929 U CN 201621137929U CN 206233103 U CN206233103 U CN 206233103U
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- China
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- steel
- trestle
- panel
- trestle panel
- meters
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Abstract
The utility model discloses a kind of trestle panel, art is construction equipment technical field, trestle panel is by two 6 meters of 6 meters of channel-section steels long and 4 roads U ribs long as longitudinal distribution beam, 8~12mm steel plates are used as panel, 8mm steel plates are welded as stiffened panel in 150cm multiples, are welded into 2*6 meters of integral slab.The holes of φ 35 are beaten every piece of trestle panel 150cm multiples position, 16 hole, 22 bolts of trestle panel and I-steel top flange are tightened using box spanner altogether.Profit is screwed up with a wrench 16 bolts of square steel shoulder pole girder between I-steel lower flange and beret truss, and 6 meters or 8 meters of width is designed according to trestle, along bridge to putting 3 pieces or 4 pieces, trestle panel disclosed in the utility model, be convenient to mount and dismount, simple structure and firmly, have preferable security, it is reusable, material-saving, good economy performance, trestle panel is using paint anti-corrosion, corrosion is difficult, anti-corrosive properties are good.
Description
Technical field
The utility model is related to construction equipment technical field, more particularly to a kind of trestle or platform panel.
Background technology
On the water during construction bridges engineering, erection construction trestle is typically needed, become over-water construction into land is constructed, trestle is made
It is over-water construction transport personnel, the transfer passage of material and facility, trestle at the scene set up, show by blanking, scene in constructing at present
Field welding, the form of construction work of live mopping.This form of construction work causes that spillage of material is big, Site Welding quantities is very big, workman
Labour intensity is very big, and work efficiency is very low, poor welding quality, and live brushing paint, antiseptic effect is poor, and building site needs cutting after terminating, make
Into waste of material, while the reason such as material damage and deformation because antiseptic effect is poor, caused by cutting, stock utilization is very low, wastes
Seriously, it is impossible to which repetition is used in turn.
Utility model content：
The purpose of this utility model is exactly, in order to overcome drawbacks described above, to devise a kind of trestle panel, the utility model institute
It is required that the technical problem for solving can be achieved through the following technical solutions：
A kind of trestle panel bridge, including steel plate, the trestle panel are made of steel plate welding, also including channel-section steel, U
Rib, working hole, nut, I-steel, beret truss, shoulder pole girder, screw rod, the channel-section steel and the U ribs constitute the trestle panel and indulge
To distribution beam, gusset is welded with every 150cm, the thickness of gusset takes 8mm, the working hole is machined with the trestle panel,
The channel-section steel lower flange and the corresponding I-steel top flange are welded with the nut, the trestle panel and the I-shaped
Steel tightens bolt when installing by the working hole, and the I-steel lower flange is by the shoulder pole girder cross-arm in the beret truss
On upper truss, in shoulder pole girder opposite position drilling, the I-steel and the shoulder pole girder are fixed using the screw rod
On the upper truss of the shellfish thunder.
The channel-section steel is long 6 meters, has two, and the U ribs are long 6 meters, has 4 roads, and the thickness of the steel plate is 8~12mm,
The specification of the trestle panel is 2 × 6 meters.
The nut that the I-steel top flange and working hole opposite position described in the trestle panel are welded is φ
22, location hole has 5, and the working hole has 16, and the bolts of φ 22, sleeve barrel spanner are tightened by the working hole on the trestle panel
Hand can pass through the working hole.
4 holes of φ 18, the shoulder pole girder use side are made a call in the corresponding beret truss truss position in I-steel lower flange
Steel is made, and 2 holes of φ 18 are made a call in the opposite position of the shoulder pole girder, for the I-steel and the shoulder pole girder are fixed on
The screw rod of the beret truss takes φ 16.
As a result of above technical scheme, the utility model has the following advantages that：
It is combined using steel plate, channel-section steel, U ribs, working hole, nut, I-steel, beret truss, shoulder pole girder, screw rod designed
Trestle panel, is convenient to mount and dismount, simple structure and firmly, there is a preferable security, reusable, material-saving, good economy performance,
Trestle panel is difficult corrosion using paint anti-corrosion, and anti-corrosive properties are good.
Brief description of the drawings
Fig. 1 is the utility model structural facades schematic diagram；
Fig. 2 is the utility model texture edge schematic diagram；
Fig. 3 is the utility model beret truss schematic diagram；
Each component and reference are respectively in figure：1st, steel plate；2nd, channel-section steel；3rd, U ribs；4th, working hole；5th, nut；6th, I-shaped
Steel；7th, beret truss；8th, shoulder pole girder；9th, screw rod.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
A kind of trestle panel, including steel plate 1, channel-section steel 2, U ribs 3, working hole 4, nut 5, I-steel 6, beret truss 7, shoulder pole
Beam 8, screw rod 9, trestle panel are made of steel plate welding, and channel-section steel and U ribs constitute trestle panel longitudinal direction distribution beam, every 150cm
Gusset (being not drawn into figure) is welded with, the thickness of gusset takes 8mm, working hole, trestle panel and I-shaped are machined with trestle panel
Steel registration, channel-section steel lower flange and corresponding I-steel top flange are welded with nut, when trestle panel and I-steel are installed
Bolt is tightened by working hole, trestle panel and I-steel are easy to connect, reliable, and I-steel lower flange is by shoulder pole girder cross-arm in shellfish
On the upper truss of thunder piece, in the drilling of shoulder pole girder opposite position, I-steel and shoulder pole girder are fixed on using screw rod by the upper of Bei Lei
On truss.
Channel-section steel is long 6 meters, has two, and U ribs are long 6 meters, has 4 roads, and the thickness of steel plate is 8~12mm, the rule of trestle panel
Lattice are 2 × 6 meters.
The nut of I-steel top flange and the welding of trestle panel working hole opposite position is φ 22, and location hole has 5, work
There are 16 as hole, the bolts of φ 22 are tightened by the working hole on trestle panel, box spanner can pass through working hole, trestle panel
It is easy to connect with I-steel.
4 holes of φ 18 are made a call in the corresponding beret truss truss position in I-steel lower flange, and shoulder pole girder is made using square steel, are becoming courage
The opposite position of amount makes a call to 2 holes of φ 18, for I-steel and shoulder pole girder being fixed on the screw diameter on the upper truss of Bei Lei
Take φ 16.
Trestle panel disclosed in the utility model, is convenient to mount and dismount, simple structure and firmly, have preferable security, can
Reuse, material-saving, good economy performance, trestle panel is difficult corrosion using paint anti-corrosion, and anti-corrosive properties are good.
General principle of the present utility model, principal character and advantage of the present utility model, one's own profession has been shown and described above
The technical staff of industry it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, the utility model can also on the premise of the utility model spirit and scope are not departed from
There are various changes and modifications, these changes and improvements are both fallen within the range of claimed the utility model.The utility model will
Protection domain is asked to be defined by appending claims and its equivalent.
Claims (4)
1. a kind of trestle panel, including steel plate, the trestle panel is made of steel plate welding, it is characterised in that：Also wrap
Channel-section steel, U ribs, working hole, nut, I-steel, beret truss, shoulder pole girder, screw rod are included, the channel-section steel and the U ribs constitute the stack
Floorings longitudinal direction distribution beam, gusset is welded with every 150cm, and the thickness of gusset takes 8mm, is machined with the trestle panel described
Working hole, the channel-section steel lower flange and the corresponding I-steel top flange are welded with the nut, the trestle panel and
The I-steel tightens bolt when installing by the working hole, and the I-steel lower flange is by the shoulder pole girder cross-arm described
On the upper truss of beret truss, in shoulder pole girder opposite position drilling, using the screw rod the I-steel and described flat
Spreader beam is fixed on the upper truss of the shellfish thunder.
2. a kind of trestle panel according to claim 1, it is characterised in that：The channel-section steel is long 6 meters, has two, the U ribs
It is long 6 meters, 4 roads are had, the thickness of the steel plate is 8~12mm, and the specification of the trestle panel is 2 × 6 meters.
3. a kind of trestle panel according to claim 1, it is characterised in that：The I-steel top flange and the trestle panel
The nut of the working hole opposite position welding is φ 22, and location hole has 5, and the working hole has 16, by institute
State the working hole on trestle panel and tighten the bolts of φ 22, box spanner can pass through the working hole.
4. a kind of trestle panel according to claim 1, it is characterised in that：The corresponding shellfish thunder in I-steel lower flange
4 holes of φ 18 are made a call in piece truss position, and the shoulder pole girder is made using square steel, and 2 φ are made a call in the opposite position of the shoulder pole girder
18 holes, the screw rod for the I-steel and the shoulder pole girder being fixed on the beret truss takes φ 16.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621137929.XU CN206233103U (en) | 2016-10-19 | 2016-10-19 | A kind of trestle panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621137929.XU CN206233103U (en) | 2016-10-19 | 2016-10-19 | A kind of trestle panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233103U true CN206233103U (en) | 2017-06-09 |
Family
ID=58983526
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621137929.XU Expired - Fee Related CN206233103U (en) | 2016-10-19 | 2016-10-19 | A kind of trestle panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233103U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313355A (en) * | 2017-08-18 | 2017-11-03 | 中国十七冶集团有限公司 | A kind of steel trestle construction method waterborne |
| CN109629445A (en) * | 2019-01-17 | 2019-04-16 | 广州市高速公路有限公司 | Bailey beam bindiny mechanism and its installation method |
-
2016
- 2016-10-19 CN CN201621137929.XU patent/CN206233103U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107313355A (en) * | 2017-08-18 | 2017-11-03 | 中国十七冶集团有限公司 | A kind of steel trestle construction method waterborne |
| CN107313355B (en) * | 2017-08-18 | 2019-03-12 | 中国十七冶集团有限公司 | A kind of steel trestle construction method waterborne |
| CN109629445A (en) * | 2019-01-17 | 2019-04-16 | 广州市高速公路有限公司 | Bailey beam bindiny mechanism and its installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 Termination date: 20171019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |