CN207004087U - One kind building arched girder reinforces steel construction - Google Patents
One kind building arched girder reinforces steel construction Download PDFInfo
- Publication number
- CN207004087U CN207004087U CN201720617367.7U CN201720617367U CN207004087U CN 207004087 U CN207004087 U CN 207004087U CN 201720617367 U CN201720617367 U CN 201720617367U CN 207004087 U CN207004087 U CN 207004087U
- Authority
- CN
- China
- Prior art keywords
- reinforcing plate
- adjacent
- steel
- tube
- arched girder
- 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 - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a kind of building arched girder and reinforces steel construction, belongs to construction steel structure field.It solves existing arched girder low strength, and reinforces the problem of troublesome.This building arched girder reinforces steel construction, including two curved steel tube being coaxially disposed beams, also include some connecting tubes being connected in zig-zag between two steel tubular beams, adjacent two connecting tubes are in the shape of the letter V connection, also include some arc reinforcing plates, reinforcing plate extrados is provided with fluting shape strengthening groove, reinforcing plate is between adjacent two connecting tubes, and strengthening groove is connected tube wall fitting with adjacent two respectively, extrados corresponding to adjacent two pieces of reinforcing plates is respectively facing two steel tubular beams and set, and fixed in the middle part of reinforcing plate by fastener and the steel tubular beam positioned at reinforcing plate extrados side.This steel construction convenient between two connecting tubes can install reinforcing plate, to facilitate the later stage to be reinforced.
Description
Technical field
The utility model belongs to construction steel structure technical field, is related to a kind of building arched girder and reinforces steel construction.
Background technology
Existing a kind of steel construction, using being in that zig-zag connects some connecting tubes between two curved steel tube beams, to be formed
Arched girder, is widely used in large stadium or factory is used to support roof boarding, but this arch beam strength is by connecting tube and steel
Bonding strength is had a great influence between Guan Liang, and the later stage typically can only also be reinforced by welding, the single construction fiber crops of reinforcing mode
It is tired, low strength, it is therefore necessary to be improved.
The content of the invention
The purpose of this utility model is to be directed to the above-mentioned problems in the prior art, there is provided one kind can facilitate the later stage pair
The building arched girder that arched girder is reinforced reinforces steel construction.
The purpose of this utility model can be realized by following technical proposal：One kind building arched girder reinforces steel construction, bag
Two curved steel tube being coaxially disposed beams, in addition to some connecting tubes being connected in zig-zag between two steel tubular beams are included,
Adjacent two connecting tubes are in the shape of the letter V connection, it is characterised in that：Also include some arc reinforcing plates, reinforcing plate extrados is provided with and opened
Channel-shaped strengthening groove, reinforcing plate is between adjacent two connecting tubes, and strengthening groove is connected tube wall patch with adjacent two respectively
Close, extrados corresponding to adjacent two pieces of reinforcing plates is respectively facing two steel tubular beams and set, and in the middle part of reinforcing plate by fastener with
Steel tubular beam positioned at reinforcing plate extrados side is fixed.
This steel construction is coordinated using the strengthening groove in reinforcing plate and adjacent two connecting tubes, and by tight in the middle part of reinforcing plate
Firmware is fixed with the steel tubular beam positioned at reinforcing plate extrados side, therefore can withstand connecting tube using reinforcing plate, to improve connection
Connective stability between pipe and steel tubular beam, while adjacent two pieces of reinforcing plates mutually compress connecting tube, can form integral reinforcing structure,
Convenient between two connecting tubes reinforcing plate can be installed simultaneously, to facilitate the later stage to be reinforced.
Reinforced in a kind of above-mentioned building arched girder in steel construction, described adjacent two pieces of reinforcing plates are on connection tube wall
Linking, and the connecting tube between two reinforcing plates is coated, and connecting plate is fixed with the reinforcing plate of joining place, and adjacent two
Connecting plate corresponding to individual reinforcing plate is bonded, and is fixed by fastener.
Therefore integrated connection intensity is higher.
To be reinforced in a kind of above-mentioned building arched girder in steel construction, described strengthening groove is that reinforcing plate is integrally bent to form,
And some reinforcing plates form sinusoidal configuration along steel tubular beam length direction.
Therefore structure is more stable.
Reinforced in a kind of above-mentioned building arched girder in steel construction, described connecting tube is pipe or square tube, and described
Strengthening groove be and be connected tube wall coordinate arc-shaped groove shape or square fluting shape.
Therefore the tube shape that can be connected, which is set, strengthens slot structure.
Compared with prior art, the utility model has the following advantages that：
This steel construction is coordinated using the strengthening groove in reinforcing plate and adjacent two connecting tubes, and by tight in the middle part of reinforcing plate
Firmware is fixed with the steel tubular beam positioned at reinforcing plate extrados side, therefore can withstand connecting tube using reinforcing plate, to improve connection
Connective stability between pipe and steel tubular beam, while adjacent two pieces of reinforcing plates mutually compress connecting tube, can form integral reinforcing structure,
Convenient between two connecting tubes reinforcing plate can be installed simultaneously, to facilitate the later stage to be reinforced.
Brief description of the drawings
Fig. 1 is this steel construction partial structural diagram.
In figure,
1st, steel tubular beam；11st, connecting tube；
2nd, reinforcing plate；21st, strengthening groove；22nd, connecting plate；23rd, fastener.
Embodiment
It is specific embodiment of the utility model and with reference to accompanying drawing below, the technical solution of the utility model is made further
Description, but the utility model is not limited to these embodiments.
As shown in figure 1, a kind of building arched girder of the utility model reinforces steel construction, including two arc-shaped steels being coaxially disposed
Pipe beam 1, in addition to some connecting tubes 11 being connected in zig-zag between two steel tubular beams 1, adjacent two connecting tubes 11 are in V
Font connects, in addition to some arc reinforcing plates 2, and the extrados of reinforcing plate 2 is provided with fluting shape strengthening groove 21, and reinforcing plate 2 is located at phase
Between adjacent two connecting tubes 11, and strengthening groove 21 is bonded with two adjacent tube walls of connecting tube 11 respectively, adjacent two pieces of reinforcing plates 2
Corresponding extrados is respectively facing two steel tubular beams 1 and set, and the middle part of reinforcing plate 2 is by fastener 23 and outside reinforcing plate 2
The steel tubular beam 1 of cambered surface side is fixed.
Further, adjacent two pieces of reinforcing plates 2 are connected on the tube wall of connecting tube 11, and coat positioned at two reinforcing plates 2 it
Between connecting tube 11, and connecting plate 22 is fixed with the reinforcing plate 2 of joining place, and connecting plate corresponding to two neighboring reinforcing plate 2
22 fittings, and fixed by fastener 23.Strengthening groove 21 is that reinforcing plate 2 is integrally bent to form, and some reinforcing plates 2 are along steel tubular beam
1 length direction forms sinusoidal configuration.Connecting tube 11 is pipe or square tube, and strengthening groove 21 is to coordinate with the tube wall of connecting tube 11
Arc-shaped groove shape or square fluting shape.
This steel construction is coordinated using the strengthening groove 21 in reinforcing plate 2 with adjacent two connecting tubes 11, and at the middle part of reinforcing plate 2
Fixed by fastener 23 and the steel tubular beam 1 positioned at the extrados side of reinforcing plate 2, therefore connecting tube can be withstood using reinforcing plate 2
11, to improve connective stability between connecting tube 11 and steel tubular beam 1, while adjacent two pieces of reinforcing plates 2 mutually compress connecting tube 11,
Integral reinforcing structure can be formed, while convenient between two connecting tubes 11 reinforcing plate 2 can be installed, to facilitate the later stage to be added
Gu.
Specific embodiment described herein is only to the utility model spirit explanation for example.The utility model institute
Category those skilled in the art can make various modifications or supplement to described specific embodiment or using similar
Mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Although steel tubular beam 1, connecting tube 11, reinforcing plate 2, strengthening groove 21, connecting plate 22, fastener have more been used herein
23 grade terms, but it is not precluded from the possibility using other terms.Using these terms just for the sake of more easily description and
Explain essence of the present utility model；Being construed as any additional limitation is disagreed with the utility model spirit
's.
Claims (4)
1. one kind building arched girder reinforces steel construction, including two curved steel tube beams (1) being coaxially disposed, in addition to some in saw
Tooth waveform is connected to the connecting tube (11) between two steel tubular beams (1), and adjacent two connecting tubes (11) are in the shape of the letter V connection, and it is special
Sign is：Also include some arc reinforcing plates (2), reinforcing plate (2) extrados is provided with fluting shape strengthening groove (21), reinforcing plate (2)
Between adjacent two connecting tubes (11), and strengthening groove (21) is bonded with two adjacent connecting tube (11) tube walls respectively, phase
Extrados corresponding to adjacent two pieces of reinforcing plates (2) is respectively facing two steel tubular beams (1) and set, and passes through fastening in the middle part of reinforcing plate (2)
Part (23) and the steel tubular beam (1) positioned at reinforcing plate (2) extrados side are fixed.
2. a kind of building arched girder according to claim 1 reinforces steel construction, it is characterised in that：Described adjacent two pieces add
Strong plate (2) is connected on connecting tube (11) tube wall, and coats the connecting tube (11) between two reinforcing plates (2), and is connected
Connecting plate (22) is fixed with the reinforcing plate (2) at place, and connecting plate (22) corresponding to two neighboring reinforcing plate (2) is bonded, and lead to
It is fixed to cross fastener (23).
3. a kind of building arched girder according to claim 2 reinforces steel construction, it is characterised in that：Described strengthening groove (21)
Integrally it is bent to form for reinforcing plate (2), and some reinforcing plates (2) form sinusoidal configuration along steel tubular beam (1) length direction.
4. a kind of building arched girder according to claim 3 reinforces steel construction, it is characterised in that：Described connecting tube (11)
For pipe or square tube, and described strengthening groove (21) is and connecting tube (11) tube wall coordinates arc-shaped groove shape or square fluting
Shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720617367.7U CN207004087U (en) | 2017-05-31 | 2017-05-31 | One kind building arched girder reinforces steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720617367.7U CN207004087U (en) | 2017-05-31 | 2017-05-31 | One kind building arched girder reinforces steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207004087U true CN207004087U (en) | 2018-02-13 |
Family
ID=61445625
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720617367.7U Expired - Fee Related CN207004087U (en) | 2017-05-31 | 2017-05-31 | One kind building arched girder reinforces steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207004087U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756015A (en) * | 2018-08-17 | 2018-11-06 | 沈阳建筑大学 | Concrete folding wall prefabricated panel combined type connector and overlapping wall preparation method |
| CN109811914A (en) * | 2019-03-20 | 2019-05-28 | 宿州云宏建设安装有限公司 | A kind of wave acrylic board |
-
2017
- 2017-05-31 CN CN201720617367.7U patent/CN207004087U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756015A (en) * | 2018-08-17 | 2018-11-06 | 沈阳建筑大学 | Concrete folding wall prefabricated panel combined type connector and overlapping wall preparation method |
| CN108756015B (en) * | 2018-08-17 | 2023-10-03 | 沈阳建筑大学 | Prefabricated wallboard combined type connecting piece for concrete composite wall and preparation method of composite wall |
| CN109811914A (en) * | 2019-03-20 | 2019-05-28 | 宿州云宏建设安装有限公司 | A kind of wave acrylic board |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207004087U (en) | One kind building arched girder reinforces steel construction | |
| CN205369542U (en) | Concrete beam longitudinal reinforcement and steel column connection structure | |
| CN207160245U (en) | The secondary node of encorbelmenting in the solid reinforcing pull rod end of major diameter | |
| CN104003281B (en) | Overlap-connecting structure of escalator truss | |
| CN207863158U (en) | A kind of Multi-function beam column node structure | |
| CN106185092A (en) | The wooden partition structure of a kind of container and container, container type prefabricated house | |
| CN206562708U (en) | A kind of center reinforced steel rod structure | |
| CN208123178U (en) | A kind of novel reinforced plate assembly connector | |
| CN207144177U (en) | A kind of high-strength building steel node structure | |
| CN209413126U (en) | Boundling assembly building connecting node system and boundling assemble steel building | |
| CN107514059A (en) | A kind of assembled steel tubing string prefabricated band beam floor steel construction | |
| CN207376817U (en) | A kind of lightweight floor beam body steel connection structure | |
| CN209260896U (en) | Prefabricated Reinforced Concrete Composite Beams | |
| CN206607680U (en) | One kind building beam body steel construction | |
| CN207331961U (en) | A kind of bolt connection node for single-layer lattice shell | |
| CN206815668U (en) | A kind of i-beam structure part | |
| CN206769032U (en) | A kind of reinforced hollow building I-steel | |
| CN205591439U (en) | Metal roofing the annular clamped structure | |
| CN105804331B (en) | A kind of stability and high efficiency metal Roof annular anchoring structures and its method of work | |
| CN108547459A (en) | A kind of composite steel sleeve frame keel partition wall construction method of installation | |
| CN208618783U (en) | A kind of aluminium alloy foot pedal | |
| CN208884840U (en) | A kind of square tube beam body connection structure | |
| CN107190857A (en) | The secondary node of encorbelmenting in the solid reinforcing pull rod end of major diameter | |
| CN208586751U (en) | A kind of modified square tube beam body connection structure | |
| CN208394667U (en) | Truck-mounted crane chassis special |
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: 20180213 Termination date: 20180531 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |