CN104878914B - Based on oblique abnormal load full hall scaffold erection method - Google Patents
Based on oblique abnormal load full hall scaffold erection method Download PDFInfo
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- CN104878914B CN104878914B CN201510141542.5A CN201510141542A CN104878914B CN 104878914 B CN104878914 B CN 104878914B CN 201510141542 A CN201510141542 A CN 201510141542A CN 104878914 B CN104878914 B CN 104878914B
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Abstract
The present invention relates to a kind of be based on oblique abnormal load full hall scaffold erection method, step includes：(1), first find out in region in longitudinal straight line and region laterally straight line；(2), find out the horizontal straight line of edge longitudinal straight line and edge；(3), determine intersecting point coordinate；(4), key scaffold is set up on intersecting point coordinate；(5), key vertical rod is connected with key horizon bar；(6), determine the centre spot of support scaffolding；(7), according to centre spot, set up support scaffolding；(8), vertically and horizontally horizon bar connects for supported rod erecting and support；(9), vertical bridging is arranged on key scaffold and horizontal cross brace full hall scaffold is set up and finished.Present invention simplicity scaffold position is clearly demarcated, can quickly set up, and it is convenient to reinforce, safe and reliable.What the method effectively solved full hall scaffold under rhymed formula concave plane load action sets up a difficult problem.
Description
The application is number of patent application is 201310317898.0, and patent name is full based on irregularly distributed load ground
Hall scaffold building method, the applying date be 2013.07.25, divisional application.
Technical field
The invention belongs to scaffold field, especially one kind are based on oblique abnormal load full hall scaffold erection method.
Background technology
Present public building is more to trend towards large space, Suresh Kumar.In its building construction process, floor and roofing
Construction is frequently necessary to set up steel pipe full hall scaffold, is designed constructing according to the horizontal layout form of the load being supported.Steel
Pipe full hall scaffold plane form has：(1) in plane it is entirely vertically and horizontally vertical checked spun antung full hall scaffold, this is by supporting
Beam slab longitudinally determined with quadrature transverse in the plane, be modal；(2) two parts or multiple portion are divided on architectural plane
Point, the beam slab of each section is all vertically and horizontally perpendicular in the plane, but needs between two parts to connect jail with brace
Gu；(3) on architectural plane, most of full hall scaffold is vertically and horizontally perpendicular, and the scaffold of individual sites is full with major part
Hall scaffold is non-orthogonal, only need to connect indivedual scaffolds and most of scaffold.The above scaffold is mainly with just
Based on friendship well word is set up, run into load in the plane completely in when being randomly distributed, said method just cannot be carried out solving rhymed formula.Such as
High-altitude dissipates when spelling spherical reticulated shells, due to ball node in the plane not point-blank, therefore when supporting ball node, foot handss
Frame just cannot design according to conventional vertically and horizontally orthogonal mode in the plane and set up；The expiring of cast-in-situ steel reinforced concrete camber beam
Hall scaffold or full hall bracing frame also cannot design according to conventional vertically and horizontally orthogonal mode and set up.
Content of the invention
It is an object of the invention to overcoming the deficiencies in the prior art, provide one kind based on the full hall foot handss of oblique abnormal load
Frame erection method, the method is easy, and scaffold position is clearly demarcated, can quickly set up, and it is convenient to reinforce, safe and reliable, effectively solving lotus
Carry be in the plane when being randomly distributed completely scaffold set up problem.
The present invention solves its technical problem and is achieved through the following technical solutions：
One kind is based on oblique abnormal load full hall scaffold erection method, and its method comprises the steps：
(1), first in the plane in the load being randomly distributed of scaffold building or line load region, find out area
Horizontal straight line in longitudinal straight line and region in domain；
(2), outside the load being randomly distributed or line load region, find out edge longitudinal straight line and edge is horizontal
Straight line；
(3) laterally straight-line intersection coordinate and edge longitudinal straight line and side, are determined in region in longitudinal straight line and region
The intersecting point coordinate of the horizontal straight line of edge；
(4), key scaffold is set up on intersecting point coordinate, key scaffold includes key vertical rod and key transverse and longitudinal water
Flat bar, each intersecting point coordinate is respectively provided with key vertical rod, laterally straight line and edge longitudinal in longitudinal straight line and region in region
It is respectively provided with key transverse and longitudinal horizon bar on the horizontal straight line of straight line and edge；
(5), key vertical rod is connected with key horizon bar right-angle coupler, is connected with rotary buckle between key horizon bar；
(6), in the space of key scaffold, determine the centre spot of support scaffolding；
(7), according to centre spot, set up support scaffolding, support scaffolding includes supported rod erecting and supports in length and breadth
To horizon bar, vertically and horizontally horizon bar is connected nearby with the key transverse and longitudinal horizon bar of key scaffold for the support of support scaffolding；
(8), vertically and horizontally horizon bar is connected with right-angle coupler for the supported rod erecting of support scaffolding and support, supports vertically and horizontally
Horizon bar is connected with key transverse and longitudinal horizon bar rotary buckle；
(9), vertical bridging and horizontal cross brace, vertical bridging and horizontal cross are arranged on key scaffold
Support rotary buckle is fixed on intersecting therewith key scaffold, and full hall scaffold is set up and finished.
And, in described region, longitudinal straight line is orthogonal orthogonal with straight line horizontal in region or oblique.
And, described edge longitudinal straight line straight line horizontal with edge is orthogonal orthogonal or oblique.
And, described support scaffolding includes four vertical rods supported above and supports horizon bar in length and breadth.
Advantages of the present invention and having the beneficial effect that：
This is based on oblique abnormal load full hall scaffold erection method simplicity scaffold position clearly, can quickly set up,
It is convenient to reinforce, safe and reliable.What the method effectively solved full hall scaffold under rhymed formula concave plane load action sets up a difficult problem.
Brief description
Fig. 1 sets up schematic diagram for the present invention；
Fig. 2 is the A portion enlarged drawing (key scaffold connection support scaffolding) of Fig. 1.
Specific embodiment
Below by specific embodiment, the invention will be further described, and following examples are descriptive, is not limit
Qualitatively it is impossible to protection scope of the present invention is limited with this.
One kind is based on oblique abnormal load full hall scaffold erection method, and its method comprises the steps：
(1), first in the plane in the load being randomly distributed of scaffold building or line load region, find out area
Horizontal straight line in longitudinal straight line 3 and region in domain；In region longitudinal straight line orthogonal orthogonal with straight line horizontal in region or
Oblique or multistage broken line.
(2), outside the load being randomly distributed or line load region, find out edge longitudinal straight line and edge is horizontal
Straight line；Edge longitudinal straight line straight line horizontal with edge is orthogonal orthogonal or oblique.
(3), determine in region in longitudinal straight line and region that laterally straight line and edge longitudinal straight line and edge are laterally straight
The intersecting point coordinate of line；If being multistage broken line, then also must determine break coordinate.
(4), key scaffold 5 is set up on intersecting point coordinate, key scaffold includes key vertical rod 8 and key transverse and longitudinal
Horizon bar 6, each intersecting point coordinate is respectively provided with key vertical rod, and in longitudinal straight line and region in region, laterally straight line and edge are indulged
It is respectively provided with key transverse and longitudinal horizon bar on the horizontal straight line of straight line and edge；If multistage broken line, then break is also provided with standing
Bar；Vertical pole's span along straight line is laid according to design requirement；
(5), key vertical rod is connected with key horizon bar right-angle coupler, is connected with rotary buckle between key horizon bar；
(6), in the space of key scaffold, determine the centre spot of support scaffolding；
(7), according to centre spot, set up support scaffolding 4, support scaffolding includes supported rod erecting 9 and supports vertical
Transverse horizontal bar 7, vertically and horizontally horizon bar and the key transverse and longitudinal horizon bar of key scaffold connect nearby for the support of support scaffolding
Connect；Support scaffolding includes four or four vertical rods supported above and support horizon bar in length and breadth.
(8), vertically and horizontally horizon bar is connected with right-angle coupler for the supported rod erecting of support scaffolding and support, supports vertically and horizontally
Horizon bar is connected with key transverse and longitudinal horizon bar rotary buckle；
(9), vertical bridging 2 and horizontal cross brace 1 are arranged on key scaffold, vertical bridging and level are cut
Knife support rotary buckle is fixed on intersecting therewith key scaffold, and full hall scaffold is set up and finished.
Full hall scaffold of the present invention is included key scaffold and is combined with support scaffolding two parts, adds level simultaneously
Bridging and vertical bridging, maintain stablizing of scaffold jointly.Wherein key scaffold is the trunk of whole full hall scaffold,
Support scaffolding then acts primarily as the effect undertaking load.
Claims (2)
1. a kind of based on oblique abnormal load full hall scaffold erection method it is characterised in that：The method comprises the steps：
(1), first find out in region in the plane in the load being randomly distributed of scaffold building or line load region
Horizontal straight line in longitudinal straight line and region；
(2), find out the horizontal straight line of edge longitudinal straight line and edge outside the load being randomly distributed or line load region；
(3) the laterally intersecting point coordinate of straight line and edge longitudinal straight line and edge, are determined in region in longitudinal straight line and region
The laterally intersecting point coordinate of straight line；Longitudinal straight line and the mutual oblique of straight line horizontal in region in region；Edge longitudinal straight line and edge
Laterally straight line is mutual oblique；
(4), key scaffold is set up on intersecting point coordinate, key scaffold includes key vertical rod and key transverse and longitudinal level
Bar, each intersecting point coordinate is respectively provided with key vertical rod, and in longitudinal straight line and region in region, laterally straight line is straight with edge longitudinal
It is respectively provided with key transverse and longitudinal horizon bar on the horizontal straight line of line and edge；
(5), key vertical rod is connected with key horizon bar right-angle coupler, is connected with rotary buckle between key horizon bar；
(6), in the space of key scaffold, determine the centre spot of support scaffolding；
(7), according to centre spot, set up support scaffolding, support scaffolding includes supported rod erecting and supports vertically and horizontally water
Flat bar, vertically and horizontally horizon bar is connected nearby with the key transverse and longitudinal horizon bar of key scaffold for the support of support scaffolding；
(8), vertically and horizontally horizon bar is connected with right-angle coupler for the supported rod erecting of support scaffolding and support, supports vertically and horizontally level
Bar is connected with key transverse and longitudinal horizon bar rotary buckle；
(9), vertical bridging and horizontal cross brace are arranged on key scaffold, vertical bridging and horizontal cross brace are used
Rotary buckle is fixed on intersecting therewith key scaffold, and full hall scaffold is set up and finished.
2. according to claim 1 based on oblique abnormal load full hall scaffold erection method it is characterised in that：Described
Support scaffolding include four vertical rods supported above and support horizon bar in length and breadth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510141542.5A CN104878914B (en) | 2013-07-25 | 2013-07-25 | Based on oblique abnormal load full hall scaffold erection method |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310317898.0A CN103343610B (en) | 2013-07-25 | 2013-07-25 | Ground full-space scaffold erecting method based on irregular distribution load |
| CN201510141542.5A CN104878914B (en) | 2013-07-25 | 2013-07-25 | Based on oblique abnormal load full hall scaffold erection method |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310317898.0A Division CN103343610B (en) | 2013-07-25 | 2013-07-25 | Ground full-space scaffold erecting method based on irregular distribution load |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104878914A CN104878914A (en) | 2015-09-02 |
| CN104878914B true CN104878914B (en) | 2017-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510141542.5A Active CN104878914B (en) | 2013-07-25 | 2013-07-25 | Based on oblique abnormal load full hall scaffold erection method |
| CN201510139874.XA Active CN104878913B (en) | 2013-07-25 | 2013-07-25 | It is based on orthogonal full hall scaffold erection method |
| CN201310317898.0A Active CN103343610B (en) | 2013-07-25 | 2013-07-25 | Ground full-space scaffold erecting method based on irregular distribution load |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510139874.XA Active CN104878913B (en) | 2013-07-25 | 2013-07-25 | It is based on orthogonal full hall scaffold erection method |
| CN201310317898.0A Active CN103343610B (en) | 2013-07-25 | 2013-07-25 | Ground full-space scaffold erecting method based on irregular distribution load |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112177150B (en) * | 2020-11-02 | 2024-11-05 | 上海龙象建设集团有限公司 | Bent frame erecting method of large-section beam obliquely crossed with axis |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CS199830B1 (en) * | 1975-05-04 | 1980-08-29 | Eduard Popelek | Scaffolding for construction of circular,round or polygonal ground plan |
| US4122646A (en) * | 1977-06-08 | 1978-10-31 | Research-Cottrell, Inc. | Equilateral derrick structure |
| JPH07111094B2 (en) * | 1991-12-27 | 1995-11-29 | 小野 辰雄 | Prop device |
| JPH08319716A (en) * | 1995-05-25 | 1996-12-03 | Murata Mach Ltd | Trestle and trestle assembling method |
| JPH08326293A (en) * | 1995-06-01 | 1996-12-10 | Murata Mach Ltd | Constituting member for assembly frame |
| US6652194B2 (en) * | 2001-04-16 | 2003-11-25 | Osl Offshore Systems & Deck Machinery, Llc | Jack-up mobile offshore drilling units (MODUs) and jacking method and apparatus |
| CN100545367C (en) * | 2007-08-02 | 2009-09-30 | 中国建筑第七工程局有限公司 | The net-shell net-rack overhanging high altitude bulk construction method of bolted spherical node |
| CN100480481C (en) * | 2007-10-30 | 2009-04-22 | 浙江大学 | Quadrangular pyramid sphere net case falsework-free constructing and mounting method and hoisting machine tool |
| CN101372865A (en) * | 2008-09-17 | 2009-02-25 | 浙江中成建工集团有限公司 | Stay suspender multispan beam structure highly hollow-out formwork system and construction method |
| CN101435224A (en) * | 2008-12-24 | 2009-05-20 | 河南中美铝业有限公司 | High altitude suspension selecting bulk construction method of barrel shell type bolt ball node network frame |
| CN101718115B (en) * | 2009-11-20 | 2011-06-22 | 山东宏跃网架钢结构有限公司 | Method for mounting wide-span cylindrical reticulated shell |
| JP4936085B2 (en) * | 2009-12-14 | 2012-05-23 | Ｋｒｈ株式会社 | Construction structure of rod-shaped member |
| CN101956426B (en) * | 2010-04-13 | 2013-04-24 | 天津大学 | Multi-hinge-line lifting-up spherical surface reticulated shell structure and construction method thereof |
| CN102182303B (en) * | 2011-03-31 | 2012-07-04 | 西安建筑科技大学 | Oblique annular closed structural template supporting method |
| CN102322134B (en) * | 2011-06-14 | 2013-09-11 | 杭州二建建设有限公司 | Method for determining difference in bearing capacities of fastener-type full space support frame and full space scaffold |
| CN202969887U (en) * | 2012-12-21 | 2013-06-05 | 中铁一局集团有限公司 | Bidirectional-stress full-house scaffold for structure construction of subway stations |
-
2013
- 2013-07-25 CN CN201510141542.5A patent/CN104878914B/en active Active
- 2013-07-25 CN CN201510139874.XA patent/CN104878913B/en active Active
- 2013-07-25 CN CN201310317898.0A patent/CN103343610B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104878913B (en) | 2017-03-15 |
| CN104878913A (en) | 2015-09-02 |
| CN103343610B (en) | 2015-08-19 |
| CN104878914A (en) | 2015-09-02 |
| CN103343610A (en) | 2013-10-09 |
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