CN100585113C - The method of climbing system for building construction throwing over barrier - Google Patents
The method of climbing system for building construction throwing over barrier Download PDFInfo
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- CN100585113C CN100585113C CN200810040346A CN200810040346A CN100585113C CN 100585113 C CN100585113 C CN 100585113C CN 200810040346 A CN200810040346 A CN 200810040346A CN 200810040346 A CN200810040346 A CN 200810040346A CN 100585113 C CN100585113 C CN 100585113C
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Abstract
The invention provides a kind of method of climbing system for building construction throwing over barrier, described method comprises the following steps: in the obstruction both sides climb frame and handling frame to be set respectively, and interconnect fixing by will climb frame and handling frame of several contact bars, wherein, these several contact bar in the vertical directions are provided with at interval; The described frame that climbs of jacking, and drive described handling frame and together rise is close until a certain or a few contact bars and obstruction; One or a few that remove that above-mentioned and obstruction be close got in touch bar, makes climb frame and handling frame continue to rise, and clears the jumps until the installation site of above-mentioned one or a few contact bar; The contact bar that installation is removed.The present invention can make the smooth throwing over barrier of climbing system, and can not cause the disintegration of climb frame and handling frame, has avoided the use of equipment such as tower machine, has reduced the manpower and materials cost, has increased the safety of construction operation simultaneously again.
Description
Technical field
The invention belongs to building field, relate to the method for throwing over barrier in a kind of building operations.
Background technology
In the high-building construction process, operating personnel often need climb and carry out operation on the frame that climbs, and behind the construction operation of finishing a certain floor, rise to a higher floor to continue construction by the creeping formwork lift-up device frame that will climb again.Yet, because the structure of building itself, in the process of frame jacking of climbing, may run into obstructions such as girder steel, at present general solution is that the frame that climbs with stop portions disintegrates, it is temporarily fixing by tower machine or other machine tools to separate body portion, crossed obstruction such as girder steel then at the frame that climbs after, will separate body portion again and reconnect.
This high-altitude disintegration arts demand is by tower machine or other machine tools, and is bigger to the demand of construction machinery, taken the duration of other operation constructions.Simultaneously, disintegrating and reconnecting all needs to take a lot of times and manpower, and owing at high-altitude application, have neutral gear after the disintegration, danger coefficient is than higher.Therefore, press for solve climb in the work high above the ground frame throwing over barrier this be related to the problem of safety and production efficiency.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of method that the high-altitude disintegration can realize the climbing system for building construction throwing over barrier that obstruction is crossed that need not, to improve the efficient and the safety of construction operation.
In order to solve the problems of the technologies described above, the present invention has adopted following technological means:
A kind of method of climbing system for building construction throwing over barrier, specifically comprise the following steps: climb frame and handling frame to be set respectively in the obstruction both sides, and interconnect fixingly by will climb frame and handling frame of several contact bars, wherein, these several contact bar in the vertical directions are provided with at interval; The described frame that climbs of jacking, and drive described handling frame and together rise is close until a certain or a few contact bars and obstruction; One or a few that remove that above-mentioned and obstruction be close got in touch bar, makes climb frame and handling frame continue to rise, and clears the jumps until the installation site of above-mentioned one or a few contact bar; The contact bar that installation is removed.
Further, the interval of described contact bar is provided with satisfied: have at least two contact bars between per two obstructions, and in the jacking process of the frame that climbs at least the contact bar of half can not removed simultaneously.
Further, comprise the contact bar of oblique setting and the contact bar of horizontally set in described several contact bars, and be provided with the contact bar of a horizontally set between the contact bar of two oblique settings at least.The contact bar of described oblique setting adopts adjustable flower basket bolt, and flower basket bolt two is connected with suspension ring on the handling frame with being fixed on the frame that climbs respectively.The contact bar of described horizontally set adopts the scaffold tubes typing to process, and the one end connects with the frame that climbs with bearing pin, and the other end connects with bolt biconditional operation frame.
The present invention adopts will climb frame and handling frame of the contact bar that is provided with at interval to fix, in the jacking process of the frame that climbs,, then will get in touch bar accordingly and remove if run into obstruction, when continuing to rise to the height that clears the jumps on the frame that climbs, to get in touch the bar installation again and go back, thus, can make the smooth throwing over barrier of climbing system, can not cause the disintegration of climb frame and handling frame again, avoid the use of equipment such as tower machine, reduced the manpower and materials cost, also increased safety factor simultaneously.
Description of drawings
Fig. 1 is the structural representation of climbing system for building construction one specific embodiment of the present invention.
Fig. 2 is the contact bar of oblique setting among Fig. 1 and the syndeton schematic diagram of climb frame and handling frame.
Fig. 3 is the structural representation of the contact bar of horizontally set among Fig. 1.
Fig. 4 is the sectional view of A-A direction among Fig. 3.
Fig. 5 (a)～Fig. 5 (e) is the method schematic diagram of climbing system for building construction throwing over barrier of the present invention.
The specific embodiment
Be described in further detail below with reference to the method for accompanying drawing climbing system for building construction throwing over barrier of the present invention.
As shown in Figure 1, climbing system for building construction of the present invention is arranged on the building, and the every interval of this building surface certain altitude is provided with obstruction, for example Tu Chu girder steel.Described climbing system mainly is made up of climb frame 1 and handling frame 2, is connected and fixed by several contact bars between the two, and these contact bar in the vertical directions are spaced apart, and each root contact bar all is dismountable.In specific embodiments of the invention, adopted six roots of sensation contact bar, shown in 31～36 among the figure, wherein, contact bar the 31, the 33rd, oblique setting, and contact bar 32,34～36th, horizontally set.Corresponding to each root contact bar, be respectively equipped with corresponding retaining element on described climb frame 1 and the handling frame 2, be used for and the end of getting in touch bar is connected to a fixed.
Fig. 2 is the contact bar of oblique setting among Fig. 1 and the syndeton schematic diagram of climb frame and handling frame.With contact bar 31 is example, and adjustable flower basket bolt 41 is adopted at its two ends, flower basket bolt 41 two respectively be fixed on the frame 1 that climbs by bearing pin and be connected with suspension ring 42 on the handling frame 2.
Fig. 3 is the structural representation of the contact bar of horizontally set among Fig. 1, and Fig. 4 is the sectional view of A-A direction among Fig. 3.In conjunction with Fig. 3 and Fig. 4, the contact bar of this horizontally set adopts the scaffold tubes typing to process, one end 51 can be connected with the frame 1 that climbs by bearing pin, the other end 52 has screw, can be connected with handling frame 2 by bolt 52, preferably, also be provided with circular arc type projection 53 at an end of this contact bar, between contact bar and handling frame 2, to provide the gap, dismantle difficulty thereby prevent to get in touch the stressed back of bar.
Based on above-mentioned climbing system, the method of the climbing system for building construction throwing over barrier that the present invention proposes, at first, at obstruction, for example the girder steel both sides are provided with climb frame and handling frame respectively, and interconnect fixingly by will climb frame and handling frame of several contact bars, wherein, these several contact bar in the vertical directions are provided with at interval; Then, the described frame that climbs of jacking, and drive described handling frame and together rise is close until a certain or a few contact bars and obstruction; Then, one or a few that remove that above-mentioned and obstruction be close got in touch bar, makes climb frame and handling frame continue to rise, and clears the jumps until the installation site of above-mentioned one or a few contact bar; At last, the contact bar that is removed is installed.When climbing system need continue to rise, repeat above-mentioned steps again and get final product.
Contrast the specific embodiment shown in Fig. 5 (a)～Fig. 5 (e) below and describe the process of climbing system throwing over barrier of the present invention in detail.In the present embodiment, this climbing system will be crossed over N, N+1, three construction layers of N+2, be provided with an obstruction, i.e. girder steel corresponding to each construction layer.
Referring to Fig. 5 (a), at first will climb frame 1 and handling frame 2 are arranged at the both sides of girder steel, middle are connected and fixed by six roots of sensation contact bar 31～36, make climb frame 1 and handling frame 2 to rise synchronously under the effect of lift-up device.After the construction of N construction layer finished, the frame 1 that climbs was carried out to promote and is prepared, and enters in the construction process of N+1 layer.
Referring to Fig. 5 (b), in order to dodge girder steel, need to remove contact bar 31,32,35, at this moment, handling frame 2 under the effect of contact bar 33,34,36 still firmly attached to the frame 1 that climbs on.
Referring to Fig. 5 (c), the jacking frame 1 that climbs, and drive handling frame 2 and together rises, when being about to touch girder steel, contact bar 33 stops, contact bar 31,32 is installed subsequently, and remove again and get in touch bar 33,34.
Referring to Fig. 5 (d), continue the jacking frame 1 that climbs, when being about to touch girder steel, contact bar 36 stops, contact bar 35 is installed subsequently, remove contact bar 36 again.
Referring to Fig. 5 (e), further the jacking frame 1 that climbs till girder steel is crossed in the installation site of contact bar 36, is installed contact bar 33,34 and 36 subsequently.So far, finished the jacking of climbing system from the N construction layer to the N+1 construction layer.Need to prove, in order to guarantee that in the jacking process handling frame 2 is securely attached on the frame 1 that climbs, should note when the contact bar is set at least two contact bars are set between per two obstructions, and in the jacking process of the frame that climbs, have at least the contact bar of half can not removed simultaneously.
In sum, adopt method of the present invention need not in the jacking process, will climb frame and handling frame to disintegrate, rely on fully and manually can finish, needn't introduce other plant equipment, removing the hydraulic pressure frame that climbs itself climbs outside needed 1 hour of the process, throwing over barrier has only taken 0.5 hour, separates body technology with traditional high-altitude and need take tower crane 1 hour, dismounting lifting were compared in 1 hour, and it also promotes on operating efficiency to some extent.
Claims (5)
1. the method for a climbing system for building construction throwing over barrier is characterized in that, comprises the following steps:
In the obstruction both sides climb frame and handling frame are set respectively, and interconnect fixingly by will climb frame and handling frame of several contact bars, wherein, these several contact bar in the vertical directions are provided with at interval;
The described frame that climbs of jacking, and drive described handling frame and together rise is close until a certain or a few contact bars and obstruction;
One or a few that remove that above-mentioned and obstruction be close got in touch bar, makes climb frame and handling frame continue to rise, and clears the jumps until the installation site of above-mentioned one or a few contact bar;
The contact bar that installation is removed.
2. the method for claim 1 is characterized in that, the interval of described contact bar is provided with satisfied: have at least two contact bars between per two obstructions, and in the jacking process of the frame that climbs at least the contact bar of half can not removed simultaneously.
3. the method for claim 1 is characterized in that: comprise the contact bar of oblique setting and the contact bar of horizontally set in described several contact bars, and be provided with the contact bar of a horizontally set between the contact bar of two oblique settings at least.
4. method as claimed in claim 3 is characterized in that: the contact bar of described oblique setting adopts adjustable flower basket bolt, and flower basket bolt two is connected with suspension ring on the handling frame with being fixed on the frame that climbs respectively.
5. method as claimed in claim 3 is characterized in that: the contact bar of described horizontally set adopts the scaffold tubes typing to process, and the one end connects with the frame that climbs with bearing pin, and the other end connects with bolt biconditional operation frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810040346A CN100585113C (en) | 2008-07-08 | 2008-07-08 | The method of climbing system for building construction throwing over barrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810040346A CN100585113C (en) | 2008-07-08 | 2008-07-08 | The method of climbing system for building construction throwing over barrier |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101328765A CN101328765A (en) | 2008-12-24 |
| CN100585113C true CN100585113C (en) | 2010-01-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN200810040346A Active CN100585113C (en) | 2008-07-08 | 2008-07-08 | The method of climbing system for building construction throwing over barrier |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103255917B (en) | 2013-05-23 | 2016-03-30 | 广州建筑股份有限公司 | A kind of plane dystopy integral hoisting construction Apparatus for () and method therefor crossing vertical obstruction |
| CN106812308B (en) * | 2016-06-07 | 2018-11-23 | 江苏揽月工程科技发展股份有限公司 | Super High hydraulic climbing formwork seat in the plane is hampered in-plane displancement construction method |
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| CN101328765A (en) | 2008-12-24 |
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