CN206513003U - A kind of steel-structure factory building installs auxiliary steel frame construction - Google Patents
A kind of steel-structure factory building installs auxiliary steel frame construction Download PDFInfo
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- CN206513003U CN206513003U CN201621467756.8U CN201621467756U CN206513003U CN 206513003 U CN206513003 U CN 206513003U CN 201621467756 U CN201621467756 U CN 201621467756U CN 206513003 U CN206513003 U CN 206513003U
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Abstract
The utility model is related to a kind of steel-structure factory building and installs auxiliary steel frame construction, including steel truss frame system, landing slab, safeguard the orientation roller of railing and strap brake, wherein described steel truss system includes 2 Pin steel truss, link bar and the support of X words, the 2 Pin steel truss is divided into some sections of steel truss, spliced when some sections of steel truss are used by chord member and assembled, and every section of steel truss includes top boom, lower boom and web member, apart from one another by provided with some connecting plate a on the top boom and lower boom, the web member is connected with the connecting plate a on top boom and lower boom respectively by welding, and two neighboring web member constitutes the stable truss of a triangle with top boom or lower boom, between the 2 Pin steel truss, top boom, lower boom is provided with web member node upright position and links bar, the 2 Pin steel truss is interval with the support of X words in span.The utility model is simple in construction, simple and practical as the auxiliary mounting structure of interior lining panel, it is easy to assembles and can reuse.
Description
Technical field
The utility model belongs to technical field of buildings, and more particularly to a kind of steel-structure factory building installs auxiliary steel frame construction.
Background technology
The installation of roofing element is always a difficult point of construction field, roofing in steel-structure factory building of the clear height more than 10 meters
Interior lining panel need to set up high-supported formwork full hall scaffold due to being to install to be installed from inside in roof purline, plate, or using big
Type lifting machine is installed, and traditional high-supported formwork need to be expounded through peer review and need to all be set up in whole factory building, cause claim for eot,
Expense increase, the stopping of other processes etc. disadvantage, the need for the use of Large-scale Hoisting machine can meet installation, but rental charge
It is uneconomical with costliness.Integrated comparative, it would be desirable to select a kind of i.e. safety new structure that economy can also be reused again.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of steel-structure factory building and installs auxiliary steel frame construction, solves
The construction difficult problem that roofing element is installed in high plant, makes installing for whole roofing element can be in mobile aerial progress, no
Hinder the intersection of process, i.e., it is safe and economical, moreover it is possible to reuse.
The utility model solves the technical scheme that its technical problem used：A kind of steel-structure factory building is provided auxiliary is installed
Steel frame construction, including steel truss frame system, landing slab, the orientation roller for safeguarding railing and strap brake, wherein the steel truss system
Including 2 Pin steel truss, bar and the support of X words are linked, the 2 Pin steel truss is divided into some sections of steel truss, and some sections of steel truss make
Used time is spliced by chord member to be assembled, and every section of steel truss includes top boom, lower boom and web member, the top boom and lower boom
On apart from one another by provided with some connecting plate a, the web member is connected with the connecting plate a on top boom and lower boom respectively by welding
Connect, and two neighboring web member and top boom or lower boom constitute between the stable truss of a triangle, the 2 Pin steel truss,
Top boom, lower boom and web member node upright position are provided with bar is linked, for 2 Pin steel truss to be spatially connected, institute
State 2 Pin steel truss and the support of X words be interval with span, X words support is connected with the web member on top boom and lower boom, be used for into
One step strengthens the spatial stability of steel frame construction, and landing slab is laid in the 2 Pin steel truss upper end, for personnel's walking and small material
Stacking, the landing slab upper end, which is surrounded by, goes along with sb. to guard him railing, for the shield structure of operating personnel, the orientation of the strap brake
Roller is arranged on the lower boom bottom on 2 Pin steel truss, for being walked on crane girder.
Further technical characteristic of the present utility model is that the steel truss frame system is mounted in the original bracket crane of factory building
In girder construction, span be two across crane girder spacing.
Further technical characteristic of the present utility model is, the 2 Pin steel truss be by being welded to form, and top boom and under
Chord member is 14# I-steel, and web member is L56x5 angle steel.
Further technical characteristic of the present utility model is that the connecting plate a is correspondingly provided with bolt hole respectively with web member, institute
Web member is stated to be connected with connecting plate a by bolt.
Further technical characteristic of the present utility model is, the top boom of every section of steel truss, lower boom splicing be
14# I-steel edge of a wing endosternum both sides set 2 pieces of connecting plate b, web both sides and are respectively provided with 1 piece of connecting plate d, outside respectively sets 1 piece of company
Fishplate bar c, the splicing by the bolt progress edge of a wing.
Further technical characteristic of the present utility model is that the bar that links is for 14# I-steel, by bolt and vertical welding
It is connected on top boom, the connecting plate e connections on bottom chord web.
Further technical characteristic of the present utility model is that the X words support is arranged on 2 Pin steel truss spans 1/3,2/3
Vertical direction, it is connected with being welded on top boom, the connecting plate f on bottom chord web by bolt, and two neighboring X words tie distance
≤8m。
Further technical characteristic of the present utility model is that the X words support is is made up of three angle steel, and wherein one angle
Both sides vertical symmetry is provided with gusset plate g in the middle of steel, and two angle steel are connected with connecting plate g by bolt, constitute X-shaped structure in addition.
Further technical characteristic of the present utility model is that the landing slab two ends are respectively beyond above and below 2 Pin steel truss two
Side 100mm.
Further technical characteristic of the present utility model is, the strap brake orientation roller is by bolt and is welded on down
The steel plate that size the matches therewith connection of the chord member edge of a wing, and using crane girder as track, for whole steel frame construction system in factory building
The walking in space.
Beneficial effect
The utility model has the advantage of：It is simple in construction, easy construction, as the auxiliary mounting structure of interior lining panel, simply
It is practical, it is easy to assemble and can reuse, solve the problem of roofing interior lining panel installs difficult.
Brief description of the drawings
Fig. 1 is the utility model steel truss elevational schematic view.
Fig. 2 is that the utility model truss sections arrange schematic diagram.
Fig. 3 is the upper and lower chord member of the utility model truss and web member connecting node schematic diagram.
Fig. 4 is the upper and lower chord member splicing node schematic diagram of the utility model truss.
Fig. 5 be in Fig. 4 A-A to sectional view.
Fig. 6 is the upper and lower chord member of the utility model truss and links bar connecting node schematic diagram.
Fig. 7 is that the upper and lower chord member of the utility model truss supports connecting node schematic diagram with X words.
Fig. 8 is that the utility model X words support connecting node schematic diagram.
Fig. 9 is the utility model strap brake directional wheel and truss lower boom connecting node schematic diagram.
Figure 10 is B-B direction sectional view in Fig. 9.
Figure 11 is the utility model connecting plate a schematic diagrames.
Figure 12 is the utility model connecting plate b schematic diagrames.
Figure 13 is the utility model connecting plate c schematic diagrames.
Figure 14 is the utility model connecting plate d schematic diagrames.
Figure 15 is the utility model connecting plate e schematic diagrames.
Figure 16 is the utility model connecting plate f schematic diagrames.
Figure 17 is the utility model connecting plate g schematic diagrames.
Figure 18 is the utility model strap brake directional wheel schematic diagram.
Figure 19 is the utility model facade and section arrangement schematic diagram.
Figure 20 be in Fig. 9 C-C to sectional view.
Figure 21 is the utility model auxiliary girder structure three-dimensional stereogram.
Figure 22 is the utility model truss skeleton 3 dimensional drawing.
Figure 23 is the utility model truss skeleton sectional stereogram.
Figure 24 is the utility model chord member of truss and web member Nodes Three-dimensional stereogram.
Figure 25 is that the utility model chord member of truss splices Nodes Three-dimensional stereogram.
Embodiment
With reference to specific embodiment, the utility model is expanded on further.It should be understood that these embodiments are merely to illustrate this
Utility model rather than limitation scope of the present utility model.In addition, it is to be understood that reading the content of the utility model instruction
Afterwards, those skilled in the art can make various changes or modifications to the utility model, and these equivalent form of values equally fall within this Shen
Please appended claims limited range.
Embodiment 1
As shown in Fig. 1 to Figure 25, a kind of steel-structure factory building installs auxiliary steel frame construction, including steel truss frame system 1, landing slab
2nd, the orientation roller 4 of railing 3 and strap brake is safeguarded, wherein the steel truss system 1 includes 2 Pin steel truss 5, links bar 6 and X words
Support 7,5 points of the 2 Pin steel truss is some sections of steel truss, is spliced when some sections of steel truss are used by chord member and assembled, and
Every section of steel truss include top boom 8, lower boom 9 and web member 10, if on the top boom 8 and lower boom 9 apart from one another by provided with
Involvement fishplate bar a11, the web member 10 is connected with the connecting plate a11 on top boom 8 and lower boom 9 respectively by welding, and adjacent
Two web members 10 constitute between the stable truss of a triangle, the 2 Pin steel truss 5 with top boom 8 or lower boom 9, winded up
Bar 8, lower boom 9 are provided with the node upright position of web member 10 and link bar 6, for 2 Pin steel truss 5 to be spatially connected,
The 2 Pin steel truss 5 is interval with X words support 7 in span, and the X words support 7 connects with the web member 10 on top boom 8 and lower boom 9
Connect, the spatial stability for further strengthening steel frame construction, landing slab 2 is laid in the upper end of 2 Pin steel truss 5, for personnel
Walking and the stacking of small material, the upper end of landing slab 2, which is surrounded by, goes along with sb. to guard him railing 3, for the shield structure of operating personnel, institute
Lower boom 9 bottom of the orientation roller 4 of strap brake on 2 Pin steel truss 5 is stated, for being walked on crane girder.
The steel truss frame system 1 is mounted in the original bracket crane girder construction of factory building, span is two across crane girder
Spacing.
As shown in Fig. 2 the 2 Pin steel truss 5 is by being welded to form, and top boom 8 and lower boom 9 are 14# I-steel,
Web member 10 is L56x5 angle steel, as shown in figure 3, the connecting plate a11 is correspondingly provided with bolt hole, the web member respectively with web member 10
10 are connected by bolt with connecting plate a11.
As shown in Figure 4 and Figure 5, the top boom 8 of every section of steel truss, the splicing of lower boom 9 are in the 14# I-steel edge of a wing
Web both sides set 2 pieces of connecting plate b12, web both sides and are respectively provided with 1 piece of connecting plate d14, outside respectively to be set 1 piece of connecting plate c13, passes through
Bolt carries out the splicing on the edge of a wing.
As shown in fig. 6, described link bar 6 for 14# I-steel, by bolt and be vertically welded in top boom 8, lower boom 9
Connecting plate e15 connections on web.
As shown in Figure 7 and Figure 8, the X words support 7 is arranged on the vertical direction of the span 1/3,2/3 of 2 Pin steel truss 5, by spiral shell
Bolt is connected with being welded on top-bottom chord 8, the connecting plate f16 on 9 webs, and two neighboring X words support 7 spacing≤8m, the X words support
7 is are made up of three angle steel, and both sides vertical symmetry is provided with gusset plate g17 in the middle of wherein one angle steel, and two angle steel lead in addition
Bolt is crossed to be connected with connecting plate g17, constitute X-shaped structure.
As shown in figure 11, the connecting plate a11 be one piece of thickness be 8mm, the rectangle steel plate with unfilled corner, be welded on above and below
On the edge of a wing of chord member 8,9, diameter 18mm hole is provided with for connecting web member 10, and in the position of correspondence bolt, such as Figure 12 institutes
Show, the connecting plate b12 is steel plate, and size is 340mmX50mmx10mm, and be provided with diameter 18mm's in the position of correspondence bolt
Hole, as shown in figure 13, the connecting plate c13 are steel plate, and size is 340mmX140mmx10mm, and in the position of correspondence bolt
Diameter 18mm hole is provided with, as shown in figure 14, the connecting plate d14 is steel plate, and size is 170mmx110mmx8mm, and
The position of correspondence bolt is provided with diameter 18mm hole, and as shown in figure 15, the connecting plate e15 is steel plate, and size is
On 117mmx100mmx8mm, the web for being welded on top-bottom chord 8,9, opened for linking bar 6, and in correspondence bolt position
There is diameter 18mm hole.
As shown in figure 16, the connecting plate f16 is different in nature steel plate, is welded on top boom 8, on the web of lower boom 9, is used for
X words support 7 is connected, and diameter 18mm hole is provided with the position of correspondence bolt, as shown in figure 17, the connecting plate g17 is different
Property steel plate, support the connection of 7 two angle steel for X words, and diameter 18mm hole is provided with the position of correspondence bolt.
As shown in figure 21, the two ends of landing slab 2 are respectively beyond 2 Pin steel truss both sides 100mm, the guardrail about 5
Bar 3 is arranged on landing slab 2, for the shield structure of personnel, and material is determined by scene, height 1200mm, and is 4 frontier defenses shield.
As shown in figure 18, the orientation roller 4 of the strap brake by bolt with being welded on the edge of a wing of lower boom 9 size phase therewith
The steel plate connection of matching, and using crane girder as track, for whole steel frame construction system hall space walking.
The above-mentioned selection diameter of bolt is 16mm, and is 8.8 grades of high strength bolts.
In actual applications, 2 Pin steel truss 5 are first divided into three sections, after making, scene is spliced with bolt, then in steel
The upper and lower chord member 8 of truss 5, the connecting plate 15 of the position welding of 9 corresponding nodes, are then connected with linking bar 6, make two Pin steel
Truss 5 is linked to be entirety by linking bar 6, next in the web welding at the top-bottom chord length 1/3 of steel truss 5,2/3 two positions
Connecting plate 16, then installs after the elongated bar (L56mmx5mm angle steel) of X words 7, X of support word supports installs and is installed according to position adjustment
Another 56mmx5mm disconnected angle steel, is checked after installation, it is ensured that welding and installation quality meet code requirement, afterwards
The orientation roller of 4 strap brakes is installed in truss lower boom, total is hung with truck crane after installing and pacified on crane girder
Position is attached to, the width 1200mm on top landing slab 2 is laid after installing, four sides, which are installed, safeguards railing 3, checks installation quality,
The whole supplementary structure of last trial operation, confirms that safety and stability can come into operation rearward.
Claims (10)
1. a kind of steel-structure factory building installs auxiliary steel frame construction, including steel truss frame system (1), landing slab (2), safeguard railing (3)
With the orientation roller (4) of strap brake, it is characterised in that：The steel truss frame system (1) includes 2 Pin steel truss (5), links bar (6)
(7) are supportted with X words, the 2 Pin steel truss (5) is divided into some sections of steel truss, and some sections of steel truss are spelled when using by chord member
Assembling is connect, and every section of steel truss includes top boom (8), lower boom (9) and web member (10), the top boom (8) and lower boom
(9) apart from one another by provided with some connecting plate a (11) on, the web member (10) by welding respectively with top boom (8) and lower boom
(9) connecting plate a (11) connections on, and two neighboring web member (10) constitutes a triangle with top boom (8) or lower boom (9)
Between stable truss, the 2 Pin steel truss (5), top boom (8), lower boom (9) be provided with web member (10) node upright position
Bar (6) is linked, for 2 Pin steel truss (5) to be spatially connected, the 2 Pin steel truss (5) is interval with span
X words support (7), and the X words support (7) is connected with the web member (10) on top boom (8) and lower boom (9), for further strengthening steel
The spatial stability of frame structure, 2 Pin steel truss (5) the upper end laying landing slab (2), for personnel's walking and the heap of small material
Put, landing slab (2) upper end, which is surrounded by, goes along with sb. to guard him railing (3), for the shield structure of operating personnel, the strap brake is determined
Way roller (4) is arranged on lower boom (9) bottom on 2 Pin steel truss (5), for being walked on crane girder.
2. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：The steel truss
System (1) is mounted in the original bracket crane girder construction of factory building, span be two across crane girder spacing.
3. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：The 2 Pin steel
Truss (5) is that, by being welded to form, and top boom (8) and lower boom (9) are 14# I-steel, and web member (10) is L56x5 angle steel.
4. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：The connecting plate
A (11) is correspondingly provided with bolt hole respectively with web member (10), and the web member (10) is connected by bolt with connecting plate a (11).
5. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：Every section of steel
The top boom (8) of truss, lower boom (9) splicing be set respectively in 14# I-steel edge of a wing endosternum both sides 2 pieces of connecting plate b (12),
Web both sides are respectively provided with the splicing that 1 piece of connecting plate d (14), outside set 1 piece of connecting plate c (13), the edge of a wing carried out by bolt.
6. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：It is described to link bar
(6) for 14# I-steel, by bolt and top boom (8), the connecting plate e (15) on lower boom (9) web are vertically welded in even
Connect.
7. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：The X words support
(7) it is arranged on the vertical direction of 2 Pin steel truss (5) spans 1/3,2/3, by bolt and being welded on top boom (8), lower boom
(9) connecting plate f (16) connections on web, and two neighboring X words support (7) spacing≤8m.
8. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：The X words support
(7) to be made up of three angle steel, and both sides vertical symmetry is provided with gusset plate g (17) in the middle of wherein one angle steel, in addition two angles
Steel is connected with connecting plate g (17) by bolt, constitutes X-shaped structure.
9. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：The landing slab
(2) two ends are respectively beyond both sides 100mm above and below 2 Pin steel truss (5).
10. a kind of steel-structure factory building according to claim 1 installs auxiliary steel frame construction, it is characterised in that：The band is stopped
The orientation roller (4) of car is connected by bolt with being welded on lower boom (9) edge of a wing steel plate that size matches therewith, and with crane
Beam is track, for whole steel frame construction system hall space walking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621467756.8U CN206513003U (en) | 2016-12-29 | 2016-12-29 | A kind of steel-structure factory building installs auxiliary steel frame construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621467756.8U CN206513003U (en) | 2016-12-29 | 2016-12-29 | A kind of steel-structure factory building installs auxiliary steel frame construction |
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| Publication Number | Publication Date |
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| CN206513003U true CN206513003U (en) | 2017-09-22 |
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ID=59862675
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| CN201621467756.8U Active CN206513003U (en) | 2016-12-29 | 2016-12-29 | A kind of steel-structure factory building installs auxiliary steel frame construction |
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| CN (1) | CN206513003U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760465A (en) * | 2016-12-29 | 2017-05-31 | 上海中锦建设集团股份有限公司 | A kind of steel-structure factory building installs auxiliary steel frame construction |
| CN113774780A (en) * | 2021-09-06 | 2021-12-10 | 四川省公路规划勘察设计研究院有限公司 | Segment unit of super-large span concrete-filled steel tube arch bridge and arch bridge |
-
2016
- 2016-12-29 CN CN201621467756.8U patent/CN206513003U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760465A (en) * | 2016-12-29 | 2017-05-31 | 上海中锦建设集团股份有限公司 | A kind of steel-structure factory building installs auxiliary steel frame construction |
| CN113774780A (en) * | 2021-09-06 | 2021-12-10 | 四川省公路规划勘察设计研究院有限公司 | Segment unit of super-large span concrete-filled steel tube arch bridge and arch bridge |
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