CN106592956A - Method for moving and changing fastener type steel pipe double-row scaffold - Google Patents
Method for moving and changing fastener type steel pipe double-row scaffold Download PDFInfo
- Publication number
- CN106592956A CN106592956A CN201611084234.4A CN201611084234A CN106592956A CN 106592956 A CN106592956 A CN 106592956A CN 201611084234 A CN201611084234 A CN 201611084234A CN 106592956 A CN106592956 A CN 106592956A
- Authority
- CN
- China
- Prior art keywords
- vertical rod
- row
- wall
- steel pipe
- interior row
- 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.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
The invention relates to a method for moving and changing a fastener type steel pipe double-row scaffold. The method comprises the following steps that second wall connecting pieces are arranged on an outer row of stand rods to fixedly connect the outer row of stand rods with a building outer wall; an inner row of cross rods is dismantled; first wall connecting pieces are dismantled; an inner row of stand rods is dismantled from connecting rods and translated close to the outer row of stand rods; the inner row of stand rods is refixed to the connecting rods, and the inner row of cross rods is well mounted; the first wall connecting pieces are rearranged on the inner row of stand rods to fixedly connect the inner row of stand rods with the building outer wall; and the second wall connecting pieces on the outer row of stand rods are dismantled. The method has the beneficial effects that the workload of dismantling and reerecting of a scaffold body is reduced, high efficiency and rapidness are achieved, the construction period is shortened, and the cost is reduced.
Description
Technical field
The present invention relates to technical field of building construction, it particularly relates to a kind of fastener type steel pipe double-pole scaffold is moved change
Method.
Background technology
When constructure body structure is constructed, external scaffolding is and external wall plastering, outer away from main body distance generally 25cm-30cm
During the subdivisional works such as wall insulation, coating, it is desirable to which construction scaffolding is away from external wall about 50cm-80cm.Normal practice is former to remove
Set up finishing scaffold after main body scaffold again on request again, required time, expense are larger.
Therefore, the double-pole scaffold shifting developed a kind of low cost and can reduce workload changes method, becomes as people in the industry
The problem of scholar's urgent need to resolve.
The content of the invention
The present invention proposes a kind of fastener type steel pipe double-pole scaffold and moves and changes method, overcomes above-mentioned aspect in existing product
Deficiency.
The purpose of the present invention is achieved through the following technical solutions：
A kind of fastener type steel pipe double-pole scaffold is moved and changes method, is comprised the following steps：
Fastener type steel pipe double-pole scaffold is fixedly connected on skin by the first wall-connecting piece described in S0, the fastener type
Steel pipe double-pole scaffold includes outer row's vertical rod, outer row's cross bar, interior row's vertical rod, interior row's cross bar and connecting rod, outer row's vertical rod
It is fixedly connected with connecting rod with interior row's vertical rod, first wall-connecting piece is fixedly connected in interior row's vertical rod；
S1 is arranged the second wall-connecting piece is arranged in vertical rod outside, outer row's vertical rod is fixedly connected with skin；
S2 removes interior row's cross bar；
S3 removes the first wall-connecting piece；
S4 removes interior row's vertical rod from connecting rod, and by interior row's vertical rod to the direction translation near outer row's vertical rod；
S5 retightens interior row's vertical rod in connecting rod, and installs interior row's cross bar；
S6 resets the first wall-connecting piece in interior row's vertical rod, interior row's vertical rod is fixedly connected with skin；
S7 removes the second wall-connecting piece in outer row's vertical rod.
Further, button is passed through between outer row's vertical rod and outer row's cross bar and between interior row's vertical rod and interior row's cross bar
Part is fixedly connected.
Further, fixed by fastener between outer row's vertical rod and connecting rod and between interior row's vertical rod and connecting rod
Connection.
Further, in S1, the spacing of second wall-connecting piece be two steps two across.
Further, in S4, interior row's vertical rod to the distance near the translation of outer row's vertical rod direction is 30-40cm.
Further, in S6, the spacing of first wall-connecting piece be two steps two across.
Beneficial effects of the present invention are：The workload that support body is removed and set up again is reduced, efficient quick saves the duration,
It is cost-effective.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
The accompanying drawing that needs are used is briefly described, it should be apparent that, drawings in the following description are only some enforcements of the present invention
Example, for those of ordinary skill in the art, on the premise of not paying creative work, can be being obtained according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the structural representation of the fastener type steel pipe double-pole scaffold described in the embodiment of the present invention.
In figure：
1st, the first wall-connecting piece；2nd, skin；3rd, outer row's vertical rod；4th, outer row's cross bar；5th, interior row's vertical rod；6th, interior row's cross bar；7、
Connecting rod.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than the embodiment of whole.It is based on
Embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained belongs to present invention protection
Scope.
As shown in figure 1, a kind of fastener type steel pipe double-pole scaffold described according to embodiments of the present invention is moved changes method, it is special
Levy and be, comprise the following steps：
Fastener type steel pipe double-pole scaffold described in S0 is fixedly connected on skin 2 by the first wall-connecting piece 1, the fastener
Formula steel pipe double-pole scaffold includes outer row's vertical rod 3, outer row's cross bar 4, interior row's vertical rod 5, interior row's cross bar 6 and connecting rod 7, described outer
Row's vertical rod 3 and interior row's vertical rod 5 are fixedly connected with connecting rod 7, and first wall-connecting piece 1 is fixedly connected in interior row's vertical rod 5；
S1 is arranged the second wall-connecting piece is arranged in vertical rod 3 outside, outer row's vertical rod 3 is fixedly connected with skin 2；
S2 removes interior row's cross bar 6；
S3 removes the first wall-connecting piece 1；
S4 removes interior row's vertical rod 5 from connecting rod 7, and by interior row's vertical rod 5 to the direction translation near outer row's vertical rod 3；
S5 retightens interior row's vertical rod 5 in connecting rod 7, and installs interior row's cross bar 6；
S6 resets the first wall-connecting piece 1 in interior row's vertical rod 5, interior row's vertical rod 5 is fixedly connected with skin 2；
S7 removes the second wall-connecting piece in outer row's vertical rod 3.
In one particular embodiment of the present invention, between outer row's vertical rod 3 and outer row's cross bar 4 and interior row's vertical rod 5
It is fixedly connected by fastener between interior row's cross bar 6.
In one particular embodiment of the present invention, between outer row's vertical rod 3 and connecting rod 7 and interior row's vertical rod 5 with
It is fixedly connected by fastener between connecting rod 7.
In one particular embodiment of the present invention, in S1, the spacing of second wall-connecting piece be two steps two across.
In one particular embodiment of the present invention, in S4, interior row's vertical rod 5 to the close outer direction of row's vertical rod 3 is put down
The distance of shifting is 30-40cm.
In one particular embodiment of the present invention, in S6, the spacing of first wall-connecting piece 1 be two steps two across.
Understand for convenience the present invention above-mentioned technical proposal, below by way of in specifically used mode to the present invention it is above-mentioned
Technical scheme is described in detail.
It is heretofore described to be fixedly connected mode and be replaced with the routine techniquess means such as reinforcing bar colligation, threaded connection, snapping
Change.
Across the arrangement of the wall-connecting piece for being fastener type steel pipe scaffold, two steps are three cross bar height to two steps two, and two across being
The distance between three vertical rods.
Above-below direction be a step left and right directions be one across.Such as " well ".
Outer row's vertical rod 3 and the orthogonal setting of outer row's cross bar 4, and be fixed together by fastener and collectively form outer row's foot handss
Frame, interior row's vertical rod 5 and the orthogonal setting of interior row's cross bar 6, and be fixed together by fastener and collectively form interior row's scaffold, outward
Row's scaffold is fixedly connected into fastener type steel pipe double-pole scaffold, interior row's foot handss with interior row's scaffold by connecting rod 7 and fastener
Interior row's vertical rod 5 in frame is fixedly connected the first wall-connecting piece 1 by fastener, and the first wall-connecting piece 1 is fixed on skin 2.
When specifically used：
S1 arranges the second interim wall-connecting piece in outer row's vertical rod 3 of fastener type steel pipe double-pole scaffold, spacing be two steps two across；
S2 removes the fastener between interior row's cross bar 6 and interior row's vertical rod 5, progressively to remove during dismounting, meets row in independent dismounting
The condition of vertical rod 5；
S3 arranges original first wall-connecting piece 1 in vertical rod 5 in removing；
S4 removes the fastener between interior row vertical rod 5 and connecting rod 7, is required according to finishing scaffold building, and interior row's vertical rod 5 is outside
Sidesway 30-40cm, while the array pitch that ensure interior exterior scaffold meets safety requirements；
S5 arranges cross bar 6 in installing in interior row's vertical rod 5, and is fixed with fastener；
S6 arranges on request the first wall-connecting piece 1 in interior row's vertical rod 5, spacing be two steps two across；
S7 removes the second wall-connecting piece interim in outer row vertical rod 3.
In sum, by the above-mentioned technical proposal of the present invention, the workload that support body is removed and set up again is reduced, efficiently
Fast, save the duration, it is cost-effective.
The present invention is not limited to above-mentioned preferred forms, and anyone can show that other are various under the enlightenment of the present invention
The product of form, however, make any change in its shape or structure, it is every with skill identical or similar to the present application
Art scheme, is within the scope of the present invention.
Claims (6)
1. a kind of fastener type steel pipe double-pole scaffold is moved and changes method, it is characterised in that comprised the following steps：
Fastener type steel pipe double-pole scaffold described in S0 passes through the first wall-connecting piece（1）It is fixedly connected on skin（2）On, it is described
Fastener type steel pipe double-pole scaffold includes outer row's vertical rod（3）, outer row's cross bar（4）, interior row's vertical rod（5）, interior row's cross bar（6）And even
Extension bar（7）, outer row's vertical rod（3）With interior row's vertical rod（5）It is fixedly connected with connecting rod（7）On, first wall-connecting piece（1）
It is fixedly connected on interior row's vertical rod（5）On；
S1 arranges outside vertical rod（3）The second wall-connecting piece of upper setting, makes outer row's vertical rod（3）With skin（2）It is fixedly connected；
S2 is by interior row's cross bar（6）Remove；
S3 is by the first wall-connecting piece（1）Remove；
S4 is by interior row's vertical rod（5）From connecting rod（7）Upper dismounting, and by interior row's vertical rod（5）To near outer row's vertical rod（3）Direction put down
Move；
S5 is by interior row's vertical rod（5）Retighten in connecting rod（7）On, and install interior row's cross bar（6）；
S6 is in interior row's vertical rod（5）On reset the first wall-connecting piece（1）, make interior row's vertical rod（5）With skin（2）It is fixed to connect
Connect；
S7 is by outer row's vertical rod（3）On the second wall-connecting piece remove.
2. a kind of fastener type steel pipe double-pole scaffold according to claim 1 is moved and changes method, it is characterised in that the outer row
Vertical rod（3）With outer row's cross bar（4）Between and interior row's vertical rod（5）With interior row's cross bar（6）Between be fixedly connected by fastener.
3. a kind of fastener type steel pipe double-pole scaffold according to claim 2 is moved and changes method, it is characterised in that the outer row
Vertical rod（3）With connecting rod（7）Between and interior row's vertical rod（5）With connecting rod（7）Between be fixedly connected by fastener.
4. a kind of fastener type steel pipe double-pole scaffold according to claim 3 is moved and changes method, it is characterised in that in S1,
The spacing of second wall-connecting piece be two steps two across.
5. a kind of fastener type steel pipe double-pole scaffold according to claim 4 is moved and changes method, it is characterised in that in S4,
Interior row's vertical rod（5）To near outer row's vertical rod（3）The distance of direction translation is 30-40cm.
6. a kind of fastener type steel pipe double-pole scaffold according to claim 1 is moved and changes method, it is characterised in that in S6,
First wall-connecting piece（1）Spacing be two steps two across.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611084234.4A CN106592956B (en) | 2016-11-30 | 2016-11-30 | A kind of shifting of fastener type steel pipe double-pole scaffold changes method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611084234.4A CN106592956B (en) | 2016-11-30 | 2016-11-30 | A kind of shifting of fastener type steel pipe double-pole scaffold changes method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106592956A true CN106592956A (en) | 2017-04-26 |
| CN106592956B CN106592956B (en) | 2019-02-15 |
Family
ID=58594615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611084234.4A Active CN106592956B (en) | 2016-11-30 | 2016-11-30 | A kind of shifting of fastener type steel pipe double-pole scaffold changes method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106592956B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612301A (en) * | 2018-04-20 | 2018-10-02 | 江苏建宇建设集团有限公司 | A kind of high security steel wall-connecting piece |
| CN110318559A (en) * | 2019-07-29 | 2019-10-11 | 江苏东南特种技术工程有限公司 | A kind of landmark reinforcement for rushing danger device and method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5186568A (en) * | 1986-05-01 | 1993-02-16 | Leo Falardeau | Scaffolding double latch locking device |
| CN101368442A (en) * | 2008-04-30 | 2009-02-18 | 中建七局第二建筑有限公司 | Wall connector of scaffold and its construction method of buckling member type steel pipe scaffold |
| CN101377093A (en) * | 2007-08-27 | 2009-03-04 | 中国棚(集团)有限公司 | Scaffold |
| JP2010090617A (en) * | 2008-10-08 | 2010-04-22 | Chuo Build Industry Co Ltd | Slide opening and closing type protective sheet |
| CN103206079A (en) * | 2013-05-08 | 2013-07-17 | 朱新伟 | Double-pole scaffold system |
-
2016
- 2016-11-30 CN CN201611084234.4A patent/CN106592956B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5186568A (en) * | 1986-05-01 | 1993-02-16 | Leo Falardeau | Scaffolding double latch locking device |
| CN101377093A (en) * | 2007-08-27 | 2009-03-04 | 中国棚(集团)有限公司 | Scaffold |
| CN101368442A (en) * | 2008-04-30 | 2009-02-18 | 中建七局第二建筑有限公司 | Wall connector of scaffold and its construction method of buckling member type steel pipe scaffold |
| JP2010090617A (en) * | 2008-10-08 | 2010-04-22 | Chuo Build Industry Co Ltd | Slide opening and closing type protective sheet |
| CN103206079A (en) * | 2013-05-08 | 2013-07-17 | 朱新伟 | Double-pole scaffold system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612301A (en) * | 2018-04-20 | 2018-10-02 | 江苏建宇建设集团有限公司 | A kind of high security steel wall-connecting piece |
| CN110318559A (en) * | 2019-07-29 | 2019-10-11 | 江苏东南特种技术工程有限公司 | A kind of landmark reinforcement for rushing danger device and method |
| CN110318559B (en) * | 2019-07-29 | 2024-03-19 | 江苏东南特种技术工程有限公司 | Rescue reinforcement device and method for cultural relics and buildings |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106592956B (en) | 2019-02-15 |
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