CN205935597U - Assembled support system - Google Patents
Assembled support system Download PDFInfo
- Publication number
- CN205935597U CN205935597U CN201620622733.3U CN201620622733U CN205935597U CN 205935597 U CN205935597 U CN 205935597U CN 201620622733 U CN201620622733 U CN 201620622733U CN 205935597 U CN205935597 U CN 205935597U
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- CN
- China
- Prior art keywords
- fixed block
- vertical rod
- pole
- round steel
- cross bar
- 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
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 238000006073 displacement reaction Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 2
- 238000000926 separation method Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 229910000754 Wrought iron Inorganic materials 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000011160 research Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000011017 operating method Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses an assembled support system, including many pole settings and horizontal pole and fixed block, parallel arrangement of each other between the pole setting, the horizontal pole is mutually perpendicular with the pole setting, be connected through the fixed block between horizontal pole and the pole setting. The vertical rod is sleeved outside the fixed block round steel rod and is in contact with the flat cubic rigid block, so that the horizontal displacement and rotation of the vertical rod can be effectively limited; the horizontal displacement of the transverse rod can be limited by welding the transverse rod and the fixing block, the number of components of the support is reduced, and management is facilitated. The fixed block is as the helping piece of connecting pole setting and horizontal pole, can set up with the pole setting separation, and pole setting and horizontal pole are all produced with engineering actual requirement's stride and span as the specification moreover, can make pole setting and horizontal pole save space when stacking or transporting.
Description
Technical field
The utility model is related to a kind of Construction of Civil Engineering support, more particularly, to a kind of segmental timbering system.
Background technology
Support refers to job site and for operative and solves vertically and horizontally transportation problem and the various rack constructions set up.
Building circle is primarily referred to as scaffold, used in external wall, inside fitting or the higher position that cannot directly construct of floor height.Bridge circle
It is primarily referred to as full hall bracing frame, setting up for support shuttering, complete bridge cast in situs.Except bridge and building, support exists
The industries such as advertising, municipal administration, traffic road and bridge, mine are also widely used.
As full hall bracing frame, for adapting to the needs of different engineering constructions, research and develop various forms at present
Support, mainly have tube and couple scaffold, bowl fastening type steel pipe support, portal support, bolt-type support and disk button support.This
A little supports cut both ways, according to the difference understood and grasped to support for the workmen, service condition in actual life
Have nothing in common with each other.But existing support all has same problem, vertical rod is eccentric compression, node point connection in hinged with just connect
Between, and node rigidity can not be guaranteed so as to bearing capacity reduction significantly.In addition the problem is such as：Fastener
The problem that formula steel pipe support fastener is easily lost, has a great impact to construction operation；Bowl fastening type steel pipe support the rim of a bowl joint is twisted
Tight degree cannot be guaranteed and cause bearing capacity to be affected；The thin-wall member robustness of portal support is poor, also easily makes
Become excessive deformation.By above-mentioned analysis it is seen that, the support using at present remains that bearing capacity is not high, prepare component zero
Part is easily lost, constructs the defect of single, inconvenient adjustment, and wherein key position connects not firm problem is that impact is applied
Working medium amount, the difficult point of impact construction speed are it would be highly desirable to solve.
The defect existing in view of above-mentioned existing support, the present inventor is rich for many years based on being engaged in such product design manufacture
Rich practical experience and professional knowledge, and coordinate the utilization of scientific principle, actively in addition research and innovation, to founding a kind of new assembling
Formula strutting system is so as to have more practicality.Through continuous research, design, and after repeatedly studying sample and improving, finally
Create the utility model having practical value.
Utility model content
Main purpose of the present utility model is, overcomes the defect that existing support exists, and provides a kind of new assembling
Formula strutting system, improves bearing capacity, thus more suitable for practicality, and has the value in industry.
The purpose of this utility model and solve its technical problem and employ the following technical solutions to realize.According to this practicality
The segmental timbering system of new proposition, includes many vertical rods and cross bar and fixed block, parallel to each other between described vertical rod
Setting, described cross bar is orthogonal with vertical rod, is connected by fixed block between described cross bar and vertical rod.A preferred scheme
For vertical rod is a diameter of 48mm, and wall thickness is the round steel pipe of 3mm, and its length, according to requirement of engineering, is a step pitch；Cross bar is also
A diameter of 48mm, wall thickness is the round steel pipe of 3mm, and its length, according to requirement of engineering, is a span.
Further, aforesaid segmental timbering system, described fixed block is fabricated structure.
Further, aforesaid segmental timbering system, is the firm block of square in the centre position of described fixed block, institute
State the upper and lower both sides of the firm block of square and be respectively fixed with round steel bar, described fixed block is divided into the quartering along axis；Described cross bar with
Described a quarter fixed block interlude welding, described vertical rod is plugged on described round steel bar.
Further, aforesaid segmental timbering system, the diameter phase of the diameter of described vertical rod and described round steel bar
Join, be plugged on the outer surface of described round steel bar.It is that the rod iron at fixed block two ends is quadrant as a preferred scheme
Length is 10cm, four steel fixed blocks are bolted together by radius for 2.2cm forms a circle（Radius is 2.2cm）, will stand
Bar is inserted can realizing being rigidly connected with fixed block, improves square bar stability and bearing capacity；It is isosceles in the middle of fixed block
Right angled triangle rod iron, hypotenuse is 50mm, four fixed blocks is bolted together and forms a cube bloom（The length of side is
50mm）, firm with cube for vertical rod insertion fixed block two ends steel pole block is connected.
By technique scheme, slotting formula assembling support connecting structure of the present utility model at least has following advantages：
Compared with traditional supporting structure, the segmental timbering system of the present invention passes through optimizing structure design, adopts with two
Hold the connection section as vertical rod and cross bar for the fixed block that the round steel bar for a quarter, centre are isosceles right triangle bloom
Point, overcoming rod member at node is eccentric connection, so that being connected to become of part is just connect, relatively reliable；By vertical rod sleeve in fixed block
Outside round steel bar, and block firm with smooth cube contacts, and can effectively limit horizontal displacement and the rotation of vertical rod；Using
Cross bar and fixed block weld together can limit value cross bar horizontal displacement, decrease the number of components of support simultaneously, convenient manage.
Fixed block, can be separately positioned with vertical rod used as the assistant piece of connecting upright pole and cross bar, and vertical rod and cross bar are all actual with engineering
The step pitch requiring and span produce for specification, so that the vertical rod and cross bar save space in stacking or transport.Slotting formula is assembled
Support operation facility, less demanding to personnel, improve installation effectiveness, increase site operation speed；Simultaneously because node is even
It is connected in and is rigidly connected so considerably increasing the globality of support, such that it is able to reduce the arrangement of bridging.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model
Art means, and can be practiced according to the content of specification, after being described in detail such as with preferred embodiment of the present utility model below.
Brief description
Fig. 1 is segmental timbering system decomposition texture schematic diagram；
Fig. 2 is segmental timbering system connection procedure schematic diagram；
Fig. 3 is segmental timbering hierarchy node top view；
Fig. 4 is segmental timbering hierarchy node 1-1 profile；
Fig. 5 is that segmental timbering system cross bar connects top view；
In figure marks connotation：1. a quarter round steel bar；2. isosceles right triangle bloom；3. vertical rod；4. cross bar.
Specific embodiment
For further illustrating that the utility model is to reach technological means and effect that predetermined utility model purpose is taken,
To according to the utility model proposes its specific embodiment of segmental timbering system, feature and its effect, describe in detail as follows.
Embodiment 1
Segmental timbering architectural schematic of the present utility model, includes a quarter round steel as depicted in figs. 1 and 2
Rod 1, isosceles right triangle bloom 2, vertical rod 3 and cross bar 4.Vertical rod 3 and cross bar 4 are many, and particular number is according to actual
Work requirements have variation.Wherein it is disposed in parallel relation to one another between vertical rod 3 and vertical rod 3, cross bar 4 and the orthogonal setting of vertical rod 3, vertical rod
It is connected by fixed block between 3 with cross bar 4, wherein fixed block is fabricated structure.
The centre position of wherein fixed block is the firm block of isosceles right triangle, up and down the two of the firm block of isosceles right triangle
End is provided with round steel bar, and fixed block, along the middle axis quartering, fixed block is divided into the quadrant of top and the bottom setting
The isosceles right triangle bloom 2 of rod iron 1 and middle setting, wherein cross bar 4 are welded on isosceles right triangle bloom 2 surface
On, a quarter round steel bar 1 is combined into round steel bar when seated, mutually fixes with cross bar 4 for grafting vertical rod 3 and then by vertical rod 3.
Thus realizing the connected mode between vertical rod 3 and cross bar 4 is to be rigidly connected, so that vertical rod 3 is axis compression member, significantly change
The stable type of kind vertical rod 3 and the bearing capacity improving vertical rod 3.
Weld between the two ends a quarter round steel bar of fixed block and isosceles right triangle rod iron, also can directly technique give birth to
Produce, there is certain rigidity, so can ensure that vertical rod sleeve is realized being rigidly connected on fixed block.One of them is preferably square
Case, a diameter of 44mm of a quarter round steel bar, it is slightly less than vertical rod internal diameter, so can ensure that vertical rod in vertical direction steady
Qualitative.
Fixed block can be inserted upper and lower vertical rod by the place lacking cross bar arrangement in support surrounding, and now fixed block is made up and down
The connector of vertical rod, convenient use.
The installation method of segmental timbering system, specifically includes following operating procedure：
（1）At construction, correspondence position fixes ground floor vertical rod 3；
（2）Take four cross bars 4, one end of four cross bars 4 is combined, fixed block assembly is integrally formed, fixed block
Upper and lower part combination form round steel bar, the middle part of fixed block is combined into cubic block, vertical rod 3 insertion round steel bar upper end and with cube
Block surface contacts；
（3）By the other end of four cross bars 4 and other cross bar 4 corresponding vertical rod 3 upper ends of assembled insertion；
（4）The fixed block of support surrounding respective numbers combine with the fixed block at cross bar 4 two ends formed one complete
Fixed block inserts vertical rod 3；
（5）Second layer vertical rod 3 is inserted the other end of fixed block；
Repeat above-mentioned（2）~（5）Operating procedure, complete installation steps.
Overall installation process is it is not necessary to the human users of specialty, and accessory completes to prepare in factory, convenient transport,
Will not take excessive place when depositing at the scene, save human cost, accessory does not allow easy to lose, and convenient construction operation.
The above, be only preferred embodiment of the present utility model, not the utility model is made any formal
Restriction although the utility model is disclosed above with preferred embodiment, but be not limited to the utility model, any ripe
Know professional and technical personnel, in the range of without departing from technical solutions of the utility model, when in the technology of available the disclosure above
Hold and make a little Equivalent embodiments changing or be modified to equivalent variations, as long as without departing from technical solutions of the utility model
Hold, any simple modification, equivalent variations and modification above example made according to technical spirit of the present utility model, all still
Belong in the range of technical solutions of the utility model.
Claims (3)
1. a kind of segmental timbering system it is characterised in that：Include many vertical rods（3）And cross bar（4）And fixed block, described
Vertical rod（3）Between be disposed in parallel relation to one another, described cross bar（4）With vertical rod（3）Orthogonal, described cross bar（4）With vertical rod（3）Between
It is connected by fixed block；
It is the firm block of square in the centre position of described fixed block, the upper and lower both sides of the firm block of described square are respectively fixed with round steel
Rod, described fixed block is divided into the quartering along axis；Described cross bar（4）Fix with the described fixed block phase of a quarter, described
Vertical rod（3）It is plugged on described round steel bar.
2. segmental timbering system according to claim 1 it is characterised in that：Described fixed block is fabricated structure.
3. segmental timbering system according to claim 1 and 2 it is characterised in that：Described vertical rod（3）Diameter with described
The diameter of round steel bar matches, and is plugged on the outer surface of described round steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620622733.3U CN205935597U (en) | 2016-06-22 | 2016-06-22 | Assembled support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620622733.3U CN205935597U (en) | 2016-06-22 | 2016-06-22 | Assembled support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935597U true CN205935597U (en) | 2017-02-08 |
Family
ID=57933456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620622733.3U Expired - Fee Related CN205935597U (en) | 2016-06-22 | 2016-06-22 | Assembled support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935597U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013766A (en) * | 2016-06-22 | 2016-10-12 | 苏交科集团股份有限公司 | Bearing support joint structure and assembling method |
-
2016
- 2016-06-22 CN CN201620622733.3U patent/CN205935597U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013766A (en) * | 2016-06-22 | 2016-10-12 | 苏交科集团股份有限公司 | Bearing support joint structure and assembling method |
| CN106013766B (en) * | 2016-06-22 | 2019-03-15 | 苏交科集团股份有限公司 | Bearing support joint structure and assembling method |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |