CN206143950U - Vertical truss and building steel structure assembly - Google Patents
Vertical truss and building steel structure assembly Download PDFInfo
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- CN206143950U CN206143950U CN201620972721.3U CN201620972721U CN206143950U CN 206143950 U CN206143950 U CN 206143950U CN 201620972721 U CN201620972721 U CN 201620972721U CN 206143950 U CN206143950 U CN 206143950U
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- vertical
- hound
- chord member
- vertical truss
- truss
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Abstract
The utility model discloses a vertical truss, disclosed vertical truss includes vertical chord member and diagonal brace, vertical chord member is a plurality of, each vertical chord member parallels, the opposite ends of diagonal brace respectively with adjacent two vertical chord member is connected. The utility model discloses still disclose a building steel structure assembly. The relatively poor problem of present wall body lateral force resistance ability can be solved to above -mentioned scheme.
Description
Technical field
The utility model is related to multi and tall steel building technical field of buildings, more particularly to a kind of vertical truss and building iron knot
Structure assembly
Background technology
At present, in order to realize industrialization, greenization, informationization " Trinity " coordinated development strategy, strong propulsion is built
The transition and upgrade of industry, country has put into effect a series of policies and has encouraged enterprises and individuals' autonomous innovation, and Promote Technology, realization can
The target of sustainable development.
Steel building has been provided with the condition of large-scale development in China.Steel building is special with its strong industrialization
Color, the advantage of high-strength light and fabricated construction mode, not only can greatly improve construction quality and security technology standard, reality
Existing green construction, can also greatly improve the service behaviour of building and use quality, strengthen the ability of preventing and reducing natural disasters in city.
Contrast concrete construction, pure steel structure has the characteristics of cost is high, opposing horizontal displacement ability is low, due to concrete
Shear wall has preferable mechanical characteristic, and high capacity, anti-seismic performance are good, horizontal displacement can be preferably resisted, so wide
It is general to apply in skyscraper.《Technical specification for concrete structures of high-rise building》(JGJ3-2010) and《Seismic Design of Building
Specification》Etc. (GB5011-2010) relevant regulations are given in related technical standard.
For this purpose, many designing units are provided with part cast-in-place concrete shear wall in steel building；Make reducing
While valency, the Lateral resisting ability of building is also improved, but, inevitably have impact on rate of progress of the construction and building body
Green reclaim.
For a long time, the construction of shear wall relies on always handwork, and reinforcing bar colligation and template all rely on artificial operation, work
Industry degree is relatively low, and labor productivity is also very low, and workman works under hard conditions, when construction engineering quality and construction safety problem
There is generation, meanwhile, during handwork, the consumption of the energy and resource is huger, environmental pollution is serious；And with China
Demographic dividend fades out, and building trade " recruitment is difficult ", " recruitment is waste " phenomenon have occurred, and constantly aggravated, and tradition is relied on
Artificial production model is hard to carry on, it is necessary to new road toward industrialization transition.
Utility model content
In view of this, the utility model discloses a kind of vertical truss, with solve current body of wall lateral resisting ability it is poor and
The relatively low problem of efficiency of construction.
To solve above-mentioned technical problem, the utility model is disclosed directly below technical scheme：
A kind of vertical truss, including vertical chord member and hound；
The vertical chord member is multiple, and each vertical chord member is parallel；
The opposite end of the hound is connected respectively with two adjacent vertical chord members.
Preferably, in above-mentioned vertical truss, the hound is connected to the end of the vertical chord member.
Preferably, in above-mentioned vertical truss, the hound includes the first hound and the second hound；
First hound and second hound interconnection are between two adjacent vertical chord members.
Preferably, in above-mentioned vertical truss, the hound is in symmetrical structure, the extension side of the line of symmetry of the hound
To parallel with the bearing of trend of the vertical chord member.
Preferably, in above-mentioned vertical truss, also including the web member being connected between the adjacent two vertical chord member；
The vertical chord member is divided at least two bar segments by the web member, and each bar segment is connected with the hound
Connect.
Preferably, in above-mentioned vertical truss, one end of the hound is connected to the connection of the web member and the bar segment
At position.
Preferably, above-mentioned vertical truss also includes connecting plate；
One end of the hound is connected by the connecting plate with the vertical chord member, the hound and the connection
Plate, and/or, the vertical chord member is connected with the connecting plate by threaded fastener.
A kind of construction steel structure assembly, including multiple horizontal beams vertically arranged, and it is multiple be connected to it is adjacent
Two horizontal beams between vertical truss, the vertical truss be any of the above-described described in vertical truss.
Vertical truss has the advantages that disclosed in the utility model：
Hound can be connected between the vertical chord member of adjacent two, when vertical truss is acted on by external force, diagonal brace
Bar can provide bigger anti-deformation force so that the structural strength of vertical truss is higher.This kind of vertical truss be arranged on crossbeam it
Between body of wall in can improve the lateral resisting ability of body of wall, while the efficiency of construction of body of wall can be improved.
Description of the drawings
For the technical scheme in being illustrated more clearly that the utility model embodiment or background technology, below will be to embodiment
Or the accompanying drawing to be used needed for background technology description is briefly described, it should be apparent that, for ordinary skill people
For member, without having to pay creative labor, can be with according to these other accompanying drawings of accompanying drawings acquisition.
Fig. 1 is the structural representation of the construction steel structure assembly that the utility model embodiment is provided；
Fig. 2 is the assembling schematic diagram of the vertical chord member that the utility model embodiment is provided and hound；
Fig. 3 is the structural representation of the vertical truss that the utility model embodiment is provided；
Fig. 4 is the structural representation of the vertical truss that another embodiment of the utility model is provided.
Description of reference numerals：
The vertical chord members of 10-, 20- hounds, the hounds of 200- first, the hounds of 210- second, 30- web members, 40- connections
Plate, 50- horizontal beams.
Specific embodiment
In order that those skilled in the art more fully understand the technical scheme in the utility model, below in conjunction with this reality
With the accompanying drawing in new embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that
Described embodiment is only a part of embodiment of the present utility model, rather than the embodiment of whole.It is new based on this practicality
Embodiment in type, the every other enforcement that those of ordinary skill in the art are obtained under the premise of creative work is not made
Example, should all belong to the scope of the utility model protection.
Fig. 1-4 are refer to, the utility model embodiment discloses a kind of vertical truss.Disclosed vertical truss can be applicable to
In construction steel structure assembly, it can vertically chord member 10 and hound 20.
Vertical chord member 10 may be configured as multiple, and each vertical chord member 10 is parallel.Generally, after vertical truss comes into operation, erect
Can extend along vertical direction to chord member 10, and in non-working condition, the bearing of trend of vertical chord member 10 is not then restricted.Respectively
Spacing distance between vertical chord member 10 is flexibly arranged according to the actual requirements.
The opposite end of hound 20 is connected respectively with adjacent two vertical chord members 10, specifically, hound 20 with
The link position of vertical chord member 10 is more flexible, and connected mode can be fixedly connected, or be flexibly connected.Hound
20 only can be connected with the vertical chord member 10 in part, that is, only arrange hound 20 in the local of whole vertical truss, certainly,
Hound 20 can also be respectively provided between per adjacent two vertical chord members 10.
Because hound 20 can be connected between the vertical chord member 10 of adjacent two, when vertical truss is acted on by external force
When, hound 20 can provide bigger anti-deformation force so that the structural strength of vertical truss is higher.Especially receive in vertical truss
During to side force, hound 20 can share part side force so that the lateral resisting ability of vertical truss is higher, while can also
Improve the shock resistance of vertical truss.There is preferable lateral resistance behavior using the body of wall of this kind of vertical truss, while in body of wall
Construction speed can be improved during construction.
This programme has following multiple advantages using the utility model：
1st, there is more preferable anti-seismic performance than pure steel frame structure, the steel frame for arranging vertical lateral resisting truss has more
Big anti-side rigidity.
2nd, than concrete shear wall structure speed of application faster, assembling rate it is higher and also very square with the connection of girder steel
Just, can be connected with steel frame completely, realize cooperation.
3rd, compare Steel frame-brace system, vertical truss lateral-resistance power component flexible arrangement, do not conflict with door opening window opening, no
Affect the function of building.
4th, steel frame-board wall system is compared, lightweight, connection is few, constructs and easier for installation.
5th, due to hardly undertaking vertical load, only as lateral resistant member, there is more preferable ductility during earthquake, will not produces
Raw rigidity weakens.
7th, working (machining) efficiency and quality, speed of application are improved fast, eliminate it is substantial amounts of it is artificial, reduce the wasting of resources, significantly
Improve assembling rate.
The labour intensity of workman can be reduced, increase assembling rate, be conducive to advancing building industrialization development process.
In a kind of embodiment, hound 20 can be connected to the end of vertical chord member 10 so that after the stress of hound 20
Torque is bigger, and then lifts the structural strength of vertical truss to a greater degree.It should be noted that this kind of setting can be applied only
In the single-ended of hound 20, it is also possible to while suitable for the opposite end of hound 20, with this foregoing advantages are strengthened.
It is to be appreciated that between adjacent two vertical truss, hound 20 can adopt single pole structure, now diagonal brace
The contribution function major embodiment of the structural strength of the vertical truss of 20 pairs, bar is in a single direction.Further, in order to more multi-party
Be lifted up the intensity of vertical truss, hound 20 can the first hound 200 and the second hound 210, the He of the first hound 200
The interconnection of second hound 210 is between adjacent two vertical chord members.That is, the first hound 200 and second is oblique
Strut 210 forms X-shaped structure.After being arranged such, the first hound 200 can resist the external force on a direction, the second hound
210 can resist the external force on other direction.
In order to improve the stability for listing vertical truss, hound 20 can be in symmetrical structure, and the line of symmetry of hound 20
Bearing of trend then can be parallel with the bearing of trend of vertical chord member 10.
In another embodiment, vertical truss may also include the web member 30 being connected between the vertical chord member 10 of adjacent two,
Vertical chord member 10 can be divided at least two bar segments by the web member 30, and each bar segment is connected with hound 20.Web member 30 can be with
Vertical chord member 10 vertically connects, and with this vertical chord member 10 of adjacent two is strengthened.And in this scheme, same vertical chord member 10 with
The tie point of hound 20 increased, and the quantity of hound 20 also can be increased considerably, and these factors can make to erect
Structural strength to truss is higher.
After above-mentioned web member 30 are arranged, hound 20 can be not directly connected with web member 30, it is also possible to connect.This practicality is new
The preferred the latter of type embodiment, promotes vertical truss to reach higher structural strength with this.Specifically, one end of hound 20 can be with
It is connected at web member 30 and the link position of the bar segment of vertical chord member 10.This kind of structure passes through vertical chord member 10, the and of hound 20
Object defined above is realized in connection while web member 30.
In actual use, vertical chord member 10 compares various with the connected mode of hound 20, such as by welding,
The modes such as riveting, threaded connection are directly fixed on hound 20 on vertical chord member 10.For the ease of assembling vertical truss, this reality
Connecting plate 40 can be also set with new embodiment, one end of hound 20 is connected by the connecting plate 40 with vertical chord member 10.Can
Selection of land, hound 20 and connecting plate 40, and/or, vertical chord member 10 can be connected with connecting plate 40 by threaded fastener.Herein
Connecting plate 40 in addition to it can be connected with vertical chord member 10 and hound 20, the structure being also connected to beyond vertical truss
On (such as the horizontal beam of construction steel structure assembly), so that whole vertical truss can be installed more securely.
Based on vertical truss disclosed in the utility model embodiment, the utility model embodiment is also disclosed a kind of building iron knot
Structure assembly, disclosed construction steel structure assembly includes multiple horizontal beams 50 vertically arranged, and multiple is connected to
Vertical truss between two adjacent horizontal beams 50, the vertical truss is the vertical truss described in any of the above-described embodiment.This
Place, vertical truss can be supported between adjacent two horizontal beam 50, and then forms that structure is more stable, intensity is higher builds
Build steel construction assembly.
During use, operator can be according to the requirement of the lateral resisting rigidity of construction steel structure, can be many
Individual vertical truss arrangement exterior wall, it is interior within the walls, there is provided anti-side rigidity, at the same reduce its horizontal displacement, increase structure antidetonation
Performance.Meanwhile, the width of vertical truss can arrange adjustment according to the setting of construction steel structure disclosed in the present embodiment, meet
Design requirement and steel are not wasted, while change is needed also dependent on building function, to adapt to different requirements, it is to avoid shadow
Ring building function.
Above-mentioned vertical truss in arrangement, suitable consistency from top to bottom, to reach preferable lateral resisting effect, can be by during arrangement
According to the principle of " symmetrically, rigidity is close, periphery arrangement ", and door opening and window opening should be avoided, not affect building to use function；I.e.
It is symmetrical on architectural plane, uniform to arrange, vertical truss lateral-resistance rigidity is close for each, must be arranged on the two ends of architectural plane,
Periphery.
The vertical truss that the present embodiment is provided can be adopted and formed to in-site installation in factory process, transport.Factory process is suitable
Using automatic weld, by cutting the connection of torsion type high-strength bolt, it not only improves anti-seismic performance, also reduces the labor of workman at scene
Fatigue resistance, improves working (machining) efficiency and construction quality.In addition, the truss width in this programme can with reference to floor height, stress condition, apply
The factors such as work condition, traffic condition, mounting condition are designed, and component quality and construction peace are not only ensure that to the utmost
Entirely, cost and duration are also saved.
Herein, only emphasis describes different with other schemes to each preferred version, as long as each preferred version
Do not conflict, can be combined, the embodiment formed after combination is also within category disclosed in this specification, it is contemplated that
Text is succinct, herein with regard to no longer individually being described to combining formed embodiment.
The above is only specific embodiment of the present utility model, is made skilled artisans appreciate that or realizing this
Utility model.Various modifications to these embodiments will be apparent to one skilled in the art, institute herein
The General Principle of definition can in other embodiments be realized in the case of without departing from spirit or scope of the present utility model.
Therefore, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and original disclosed herein
Reason and the consistent most wide scope of features of novelty.
Claims (8)
1. a kind of vertical truss, it is characterised in that including vertical chord member and hound；
The vertical chord member is multiple, and each vertical chord member is parallel；
The opposite end of the hound is connected respectively with two adjacent vertical chord members.
2. vertical truss according to claim 1, it is characterised in that the hound is connected to the end of the vertical chord member
Portion.
3. vertical truss according to claim 1, it is characterised in that the hound includes the first hound and second oblique
Strut；
First hound and second hound interconnection are between two adjacent vertical chord members.
4. vertical truss according to claim 3, it is characterised in that the hound is in symmetrical structure, the hound
Line of symmetry bearing of trend it is parallel with the bearing of trend of the vertical chord member.
5. the vertical truss according to any one of claim 1-4, it is characterised in that also including being connected to adjacent two
Web member between the vertical chord member；
The vertical chord member is divided at least two bar segments by the web member, and each bar segment is connected with the hound.
6. vertical truss according to claim 5, it is characterised in that one end of the hound be connected to the web member with
At the link position of the bar segment.
7. the vertical truss according to any one of claim 1-4, it is characterised in that also including connecting plate；
One end of the hound is connected by the connecting plate with the vertical chord member, the hound and the connecting plate,
And/or, the vertical chord member is connected with the connecting plate by threaded fastener.
8. a kind of construction steel structure assembly, it is characterised in that including multiple horizontal beams vertically arranged, and multiple companies
The vertical truss being connected between adjacent two horizontal beam, the vertical truss is any one of claim 1-7
Vertical truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620972721.3U CN206143950U (en) | 2016-08-29 | 2016-08-29 | Vertical truss and building steel structure assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620972721.3U CN206143950U (en) | 2016-08-29 | 2016-08-29 | Vertical truss and building steel structure assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206143950U true CN206143950U (en) | 2017-05-03 |
Family
ID=58627069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620972721.3U Active CN206143950U (en) | 2016-08-29 | 2016-08-29 | Vertical truss and building steel structure assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206143950U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121081A (en) * | 2016-08-29 | 2016-11-16 | 山东莱钢建设有限公司 | Vertical truss and construction steel structure assembly |
| CN109252590A (en) * | 2018-10-29 | 2019-01-22 | 北京市机械施工有限公司 | A kind of huge diagonal brace of overlength superelevation and its seek connections with formula construction method |
-
2016
- 2016-08-29 CN CN201620972721.3U patent/CN206143950U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121081A (en) * | 2016-08-29 | 2016-11-16 | 山东莱钢建设有限公司 | Vertical truss and construction steel structure assembly |
| CN109252590A (en) * | 2018-10-29 | 2019-01-22 | 北京市机械施工有限公司 | A kind of huge diagonal brace of overlength superelevation and its seek connections with formula construction method |
| CN109252590B (en) * | 2018-10-29 | 2020-04-03 | 北京市机械施工有限公司 | Super-long super-high giant diagonal brace and climbing type construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220726 Address after: 266000 floor 30, building B, international development center, No. 36 Miaoling Road, Laoshan District, Qingdao, Shandong Province Patentee after: Shandong Laigang Lvjian Development Co.,Ltd. Address before: 266000 floor 32, East Tower, B Kaixuan building, No. 43, Donghai West Road, Shinan District, Qingdao, Shandong Province Patentee before: SHANDONG LAIGANG CONSTRUCTION Co.,Ltd. |
|
| TR01 | Transfer of patent right |