CN106760614A - The strengthening construction device and construction method of roof truss beam under the skylight frame of high-altitude - Google Patents
The strengthening construction device and construction method of roof truss beam under the skylight frame of high-altitude Download PDFInfo
- Publication number
- CN106760614A CN106760614A CN201710147425.9A CN201710147425A CN106760614A CN 106760614 A CN106760614 A CN 106760614A CN 201710147425 A CN201710147425 A CN 201710147425A CN 106760614 A CN106760614 A CN 106760614A
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- Prior art keywords
- support base
- skylight frame
- roof truss
- altitude
- component
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- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0281—Repairing or restoring roofing or roof covering
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/04—Propping of endangered or damaged buildings or building parts, e.g. with respect to air-raid action
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to the strengthening construction device and construction method of roof truss beam under a kind of high-altitude skylight frame, including front support base and back support base；Front support base is connected with back support base by sliding support；Front support base is in groove profile；Sliding support includes vertical portion, horizontal part and rake；The upper end of vertical portion is connected with the rear end of horizontal part；The lower end of vertical portion is connected with back support seat.The reinforced construction method of roof truss beam under high-altitude skylight frame of the present invention, strengthening construction device, making is simple, be easy to grasp, strengthening construction device can reuse, convenient to assemble and disassemble；Will not for a long time influence lower section operation to construct in addition, the duration accelerates, improve efficiency of construction, it is safe and reliable, it is particularly well-suited to narrow space job space.
Description
Technical field
It is the strengthening construction device for being related to roof truss beam under a kind of high-altitude skylight frame the present invention relates to a kind of construction techniques
And construction method.
Background technology
Limitation with country to some production capacity surplus projects, advocates low-carbon environment-friendly, energy-saving and emission-reduction, green construction energetically,
Therefore numerous items have to carry out technique adjustment or upgrading, it is necessary to some structures are reinforced to meet design
Use functional requirement.For example need to increase on original roofing and wear chimney or ventilation shaft of roofing or the like, it is necessary to be right
Former Roof structure structure carries out recalculating accounting, takes necessary reinforcement and strengthening measure.Traditional roof truss beam winds up（Band day
Window）Reinforcing is typically with elevator, steel wire rope or jack, and fixing point is used as by roof truss or skylight frame, by strenthening member
Be hoisted on roof truss from either inside ground, this method exist ground can not carry out that interspersed operation, work high above the ground be more, danger because
It is plain big, the features such as efficiency of construction is slow, and be especially not suitable for shaped steel roof truss lower edge horizontal bars and oblique pull support rod member is more
And the narrow situation of ground space.
The content of the invention
For above-mentioned deficiency of the prior art, the present invention provides a kind of raising efficiency of construction, reduces difficulty of construction, safety
The reinforced construction method of roof truss beam under the skylight frame of reliable high-altitude.
The technical solution used in the present invention is：
The strengthening construction device of roof truss beam under a kind of high-altitude skylight frame,
Including front support base and back support base；
Front support base is connected with back support base by sliding support；
Front support base is in groove profile；
Sliding support includes vertical portion, horizontal part and rake；
The upper end of vertical portion is connected with the rear end of horizontal part；
The front end of horizontal part is connected with the rear end of rake；
The front end of rake is connected with the middle part of front support base；
The lower end of vertical portion is connected with back support seat.
The rake is 10-20 degree with the angle of horizontal plane.
The reinforcing of roof truss beam is applied under the high-altitude skylight frame of the strengthening construction device of roof truss beam under a kind of skylight frame of use high-altitude
Work method, comprises the following steps：
First step crane will be needed reinforcement on component whole lifting to skylight frame both walls roof boarding, and dispersion successively is stacked；
Two groups of slippage brackets are avoided skylight support column and are stuck on roof truss winds up by second step across parapet；
The rod member that needs reinforcement is put into slippage bracket top by the 3rd step, inclines certain angle, will with safety line in the middle of component
Its colligation is fixed, and the safety line other end is fixed on skylight frame, to prevent component from dropping；
4th step traction pulls rope and component two ends is put, and allowing component one end to incline certain angle first carries out weather shield
It is interior, whole component is all carried out below skylight frame slowly pulling, then component adjustment position on slide holder；
In-house operation personnel slowly pull rope, field operation personnel slowly payout, allow rope all the time in pulling stress
Controllable state, slowly by pulling rope make component on slippage bracket parallel slip to install specified location；
5th step carries out reinforcing welding, and release pulls rope and the fixed safety line of safety, next place's reinforcing is then carried out successively.
Present invention beneficial effect compared with the prior art：
The reinforced construction method of roof truss beam under high-altitude skylight frame of the present invention, strengthening construction device, make it is simple, be easy to grasp, plus
Gu constructing device can reuse, convenient to assemble and disassemble；Lower section operation will not be for a long time influenceed to construct in addition, the duration accelerates, and raising is applied
Work efficiency rate, it is safe and reliable, it is particularly well-suited to narrow space job space.
Brief description of the drawings
Fig. 1 is that the strengthening construction device of roof truss beam under high-altitude skylight frame of the present invention places the structural representation of upper strenthening member
Figure；
Fig. 2 is that strenthening member is slid onto the strengthening construction device of roof truss beam under high-altitude skylight frame of the present invention the structural representation of interior
Figure；
Fig. 3 is the structural representation of the strengthening construction device use state of roof truss beam under high-altitude skylight frame of the present invention；
Fig. 4 is the structural representation of the strengthening construction device of roof truss beam under high-altitude skylight frame of the present invention.
Critical piece symbol description in accompanying drawing：
In figure：
1st, pull rope 2, roof truss winds up
3rd, safety rope 4, strenthening member
5th, sliding support 6, parapet
7th, roof boarding 8, weather shield
9th, skylight frame 10, roof truss
11st, factory building column 12, front support base
13rd, back support base.
Specific embodiment
Referring to the drawings and embodiment the present invention will be described in detail：
Knowable to accompanying drawing 1-4, the strengthening construction device of roof truss beam under a kind of high-altitude skylight frame,
Including front support base 12 and back support base 13；
Front support base 12 is connected with back support base 13 by sliding support 5；
Front support base 12 is in groove profile；
Sliding support 5 includes vertical portion 51, horizontal part 52 and rake 53；
The upper end of vertical portion 51 is connected with the rear end of horizontal part 52；
The front end of horizontal part 52 is connected with the rear end of rake 53；
The front end of rake 53 is connected with the middle part of front support base 12；
The lower end of vertical portion 51 is connected with back support seat 13.
The rake 53 is 10-20 degree with the angle of horizontal plane.
The reinforcing of roof truss beam is applied under the high-altitude skylight frame of the strengthening construction device of roof truss beam under a kind of skylight frame of use high-altitude
Work method, comprises the following steps：
First step crane will be needed reinforcement on component whole lifting to skylight frame both walls roof boarding, and dispersion successively is stacked；
Two groups of slippage brackets are avoided skylight support column and are stuck on roof truss winds up by second step across parapet；
The rod member that needs reinforcement is put into slippage bracket top by the 3rd step, inclines certain angle, and safety line is used in the middle of component（Or
Jack）Its colligation is fixed, safety line（Or jack）The other end is fixed on skylight frame, to prevent component from dropping；
4th step traction pulls rope and component two ends is put, and allowing component one end to incline certain angle first carries out weather shield
It is interior, whole component is all carried out below skylight frame slowly pulling, then component adjustment position on slide holder；
In-house operation personnel slowly pull rope, field operation personnel slowly payout, allow rope all the time in pulling stress
Controllable state, slowly by pulling rope make component on slippage bracket parallel slip to install specified location；
5th step carries out reinforcing welding, and release pulls rope and the fixed safety line of safety（Or jack）, then carry out down successively
Reinforced at one.
The reinforced construction method of roof truss beam under high-altitude skylight frame of the present invention, strengthening construction device, making is simple, be easy to the palm
Hold, strengthening construction device can be reused, convenient to assemble and disassemble；Lower section operation will not be for a long time influenceed to construct in addition, the duration accelerates, and carries
Efficiency of construction high, it is safe and reliable, it is particularly well-suited to narrow space job space.
The above, is only presently preferred embodiments of the present invention, not makees any formal to structure of the invention
Limitation.Every any simple modification, equivalent variations and modification made to above example according to technical spirit of the invention,
Belong in the range of technical scheme.
Claims (3)
1. under a kind of high-altitude skylight frame roof truss beam strengthening construction device, it is characterised in that
Including front support base and back support base；
Front support base is connected with back support base by sliding support；
Front support base is in groove profile；
Sliding support includes vertical portion, horizontal part and rake；
The upper end of vertical portion is connected with the rear end of horizontal part；
The front end of horizontal part is connected with the rear end of rake；
The front end of rake is connected with the middle part of front support base；
The lower end of vertical portion is connected with back support seat.
2. according to claim 1 under the skylight frame of high-altitude roof truss beam strengthening construction device, it is characterised in that：The rake
It is 10-20 degree with the angle of horizontal plane.
3. under the high-altitude skylight frame described in a kind of usage right requirement 1-2 any one the strengthening construction device of roof truss beam high-altitude
The reinforced construction method of roof truss beam under skylight frame, it is characterised in that comprise the following steps：
First step crane will be needed reinforcement on component whole lifting to skylight frame both walls roof boarding, and dispersion successively is stacked；
Two groups of slippage brackets are avoided skylight support column and are stuck on roof truss winds up by second step across parapet；
The rod member that needs reinforcement is put into slippage bracket top by the 3rd step, inclines certain angle, will with safety line in the middle of component
Its colligation is fixed, and the safety line other end is fixed on skylight frame, to prevent component from dropping；
4th step traction pulls rope and component two ends is put, and allowing component one end to incline certain angle first carries out weather shield
It is interior, whole component is all carried out below skylight frame slowly pulling, then component adjustment position on slide holder；
In-house operation personnel slowly pull rope, field operation personnel slowly payout, allow rope all the time in pulling stress
Controllable state, slowly by pulling rope make component on slippage bracket parallel slip to install specified location；
5th step carries out reinforcing welding, and release pulls rope and the fixed safety line of safety, next place's reinforcing is then carried out successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710147425.9A CN106760614B (en) | 2017-03-13 | 2017-03-13 | The strengthening construction device and construction method of roof truss beam under the skylight frame of high-altitude |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710147425.9A CN106760614B (en) | 2017-03-13 | 2017-03-13 | The strengthening construction device and construction method of roof truss beam under the skylight frame of high-altitude |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760614A true CN106760614A (en) | 2017-05-31 |
| CN106760614B CN106760614B (en) | 2019-01-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710147425.9A Active CN106760614B (en) | 2017-03-13 | 2017-03-13 | The strengthening construction device and construction method of roof truss beam under the skylight frame of high-altitude |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09268764A (en) * | 1996-03-28 | 1997-10-14 | Sekisui House Ltd | Movable carrier |
| US20050029041A1 (en) * | 2001-01-22 | 2005-02-10 | Robert Garrett | Roofmatestm roofing accessories |
| CN103089024A (en) * | 2013-02-05 | 2013-05-08 | 中国十七冶集团有限公司 | Glass reinforced plastics roof framework device |
| CN103233559A (en) * | 2013-01-04 | 2013-08-07 | 森特士兴集团股份有限公司 | System and method for transporting roof board in air |
| CN105220691A (en) * | 2015-11-04 | 2016-01-06 | 上海十三冶建设有限公司 | Camber roll formula constructional materials conveying arrangement and using method thereof |
| CN205918136U (en) * | 2016-08-12 | 2017-02-01 | 河北建工集团有限责任公司 | Novel metal roofing feeding system |
-
2017
- 2017-03-13 CN CN201710147425.9A patent/CN106760614B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09268764A (en) * | 1996-03-28 | 1997-10-14 | Sekisui House Ltd | Movable carrier |
| US20050029041A1 (en) * | 2001-01-22 | 2005-02-10 | Robert Garrett | Roofmatestm roofing accessories |
| CN103233559A (en) * | 2013-01-04 | 2013-08-07 | 森特士兴集团股份有限公司 | System and method for transporting roof board in air |
| CN103089024A (en) * | 2013-02-05 | 2013-05-08 | 中国十七冶集团有限公司 | Glass reinforced plastics roof framework device |
| CN105220691A (en) * | 2015-11-04 | 2016-01-06 | 上海十三冶建设有限公司 | Camber roll formula constructional materials conveying arrangement and using method thereof |
| CN205918136U (en) * | 2016-08-12 | 2017-02-01 | 河北建工集团有限责任公司 | Novel metal roofing feeding system |
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| Publication number | Publication date |
|---|---|
| CN106760614B (en) | 2019-01-29 |
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