CN106760614B - 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
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- CN106760614B CN106760614B CN201710147425.9A CN201710147425A CN106760614B CN 106760614 B CN106760614 B CN 106760614B CN 201710147425 A CN201710147425 A CN 201710147425A CN 106760614 B CN106760614 B CN 106760614B
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- skylight frame
- support pedestal
- roof truss
- altitude
- truss beam
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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 devices and construction method of roof truss beam under a kind of high-altitude skylight frame, including front support pedestal and back support pedestal；Front support pedestal is connected with back support pedestal by sliding support；Front support pedestal 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, production is simple, be easy to grasp, strengthening construction device can reuse, is convenient to assemble and disassemble；In addition lower section process construction will not be influenced for a long time, and the duration accelerates, and construction efficiency is improved, securely and reliably, especially suitable for narrow space job space.
Description
Technical field
It is to be related to a kind of strengthening construction device of roof truss beam under high-altitude skylight frame the present invention relates to a kind of construction techniques
And construction method.
Background technique
Low-carbon environment-friendly, energy-saving and emission-reduction, green construction are advocated in limitation with country to some excess capacity projects energetically,
Therefore numerous items must not be without technique adjustment or upgrading, it is necessary to is reinforced to certain structures to meet design
Use functional requirement.Such as need to increase on original roofing and wear chimney or ventilation shaft of roofing or the like, it is necessary to is right
Former Roof structure structure carries out recalculating accounting, takes necessary reinforcement and strengthening measure.Traditional roof truss beam winds up (with day
Window) reinforce be usually using elevator, wirerope perhaps jack by roof truss or skylight frame as fixed point, by strenthening member
Be hoisted on roof truss from either inside ground, this method there are ground not can be carried out interspersed operation, high altitude operation it is more, it is dangerous because
Plain big, the features such as construction efficiency is slow, and especially it is not suitable for fashioned iron roof truss lower edge horizontal bars and oblique pull supporting rod is more
And the narrow situation of ground space.
Summary of the invention
In view of the deficiency of the prior art, the present invention provides a kind of raising construction efficiency, 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 pedestal and back support pedestal；
Front support pedestal is connected with back support pedestal by sliding support；
Front support pedestal 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；
It is connected in the middle part of the front end of rake and front support pedestal；
The lower end of vertical portion is connected with back support seat.
The angle of the rake and horizontal plane is 10-20 degree.
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 using high-altitude
Work method, includes the following steps:
First step crane will need reinforcement in component whole lifting to skylight frame both walls roof boarding, successively disperse heap
It puts；Second step is respectively by the front support pedestal, back support pedestal and sliding support sliding support of two groups of strengthening construction devices
Skylight support column is avoided across parapet to be stuck on roof truss winds up；
Third step is put into the component that needs reinforcement above sliding support sliding support, is tilted a certain angle, in strenthening member
Its binding and fixing, the safety line other end are fixed on skylight frame by centre safety line, to prevent strenthening member from falling；
The traction of 4th step pulls rope and strenthening member both ends is put on, and strenthening member one end is allowed to be tilted a certain angle first
It carries out in weather shield, carries out entire strenthening member all below skylight frame slowly pulling, then strenthening member is in sliding branch
Position is adjusted on frame；
In-house operation personnel slowly pull traction to pull rope, and field operation personnel slowly loosen traction and pull rope, allow
Traction pulls rope and is in pulling stress controllable state always, and slowly pulling rope by pulling traction is sliding strenthening member
On bracket parallel slip to installation designated position；
5th step carries out reinforcing welding, unclamps traction and pulls rope and the fixed safety line of safety, then successively carries out down
It is reinforced at one.
The present invention compared with the prior art the utility model has the advantages that
The reinforced construction method of roof truss beam under high-altitude skylight frame of the present invention, strengthening construction device, production is simple, is easy to slap
It holds, strengthening construction device can reuse, is convenient to assemble and disassemble；In addition lower section process construction will not be influenced for a long time, and the duration accelerates, mentions
High construction efficiency, securely and reliably, especially suitable for narrow space job space.
Detailed description of the invention
Fig. 1 is the structural representation that the strengthening construction device of roof truss beam under high-altitude skylight frame of the present invention places upper strenthening member
Figure；
Fig. 2 is that strenthening member is slid onto indoor structure by the strengthening construction device of roof truss beam under high-altitude skylight frame of the present invention
Schematic diagram；
Fig. 3 is the structural schematic diagram 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 schematic diagram of the strengthening construction device of roof truss beam under high-altitude skylight frame of the present invention.
Main component symbol description in attached drawing:
In figure:
1, traction pulls rope 2, roof truss winds up
3, safety line 4, strenthening member
5, sliding support 6, parapet
7, roof boarding 8, weather shield
9, skylight frame 10, roof truss
11, skylight support column 12, front support pedestal
13, back support pedestal.
Specific embodiment
Referring to the drawings and embodiment the present invention will be described in detail:
Attached drawing 1-4 it is found that under a kind of high-altitude skylight frame roof truss beam strengthening construction device,
Including front support pedestal 12 and back support pedestal 13；
Front support pedestal 12 is connected with back support pedestal 13 by sliding support 5；
Front support pedestal 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 pedestal 12；
The lower end of vertical portion 51 is connected with back support seat 13.
The angle of the rake 53 and horizontal plane is 10-20 degree.
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 using high-altitude
Work method, includes the following steps:
First step crane will need reinforcement in component whole lifting to skylight frame both walls roof boarding, successively disperse heap
It puts；Second step is respectively by the front support pedestal, back support pedestal and sliding support of two groups of strengthening construction devices across daughter
Wall is avoided skylight support column and is stuck on roof truss winds up；
Third step is put into the component that needs reinforcement above sliding support, is tilted a certain angle, with peace among strenthening member
By its binding and fixing, safety line (or jack) other end is fixed on skylight frame full rope (or jack), to prevent from reinforcing structure
Part is fallen；
The traction of 4th step pulls rope and strenthening member both ends is put on, and strenthening member one end is allowed to be tilted a certain angle first
Into in weather shield, fully enter entire strenthening member below skylight frame slowly pulling, then strenthening member is in sliding branch
Position is adjusted on frame；
In-house operation personnel slowly pull traction to pull rope, and field operation personnel slowly loosen traction and pull rope, allow
Traction pulls rope and is in pulling stress controllable state always, and slowly pulling rope by pulling traction is sliding strenthening member
On bracket parallel slip to installation designated position；
5th step carries out reinforcing welding, unclamps that traction pulls rope and safety is fixed safety line (or jack), then according to
It is secondary to carry out next place's reinforcing.
The reinforced construction method of roof truss beam under high-altitude skylight frame of the present invention, strengthening construction device, production is simple, is easy to slap
It holds, strengthening construction device can reuse, is convenient to assemble and disassemble；In addition lower section process construction will not be influenced for a long time, and the duration accelerates, mentions
High construction efficiency, securely and reliably, especially suitable for narrow space job space.
The above described is only a preferred embodiment of the present invention, not making in any form to structure of the invention
Limitation.Any simple modification, equivalent change and modification to the above embodiments according to the technical essence of the invention,
Belong within the scope of technical solution of the present invention.
Claims (3)
1. the strengthening construction device of roof truss beam under a kind of high-altitude skylight frame, which is characterized in that
Including front support pedestal and back support pedestal；
Front support pedestal is connected with back support pedestal by sliding support；
Front support pedestal 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；
It is connected in the middle part of the front end of rake and front support pedestal；
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
Angle with horizontal plane is 10-20 degree.
3. a kind of high-altitude using the strengthening construction device of roof truss beam under high-altitude skylight frame described in claim 1-2 any one
The reinforced construction method of roof truss beam under skylight frame, it is characterised in that include the following steps:
First step crane will need reinforcement in component whole lifting to skylight frame both walls roof boarding, and successively dispersion is stacked；
Second step is respectively by the front support pedestal, back support pedestal and sliding support of two groups of strengthening construction devices across daughter
Wall is avoided skylight support column and is stuck on roof truss winds up；
Third step is put into the component that needs reinforcement above sliding support, is tilted a certain angle, safety rope is used among strenthening member
Its binding and fixing, the safety line other end are fixed on skylight frame by rope, to prevent strenthening member from falling；
The traction of 4th step pulls rope and strenthening member both ends is put on, and strenthening member one end is allowed to be tilted a certain angle entrance first
In weather shield, fully enter entire strenthening member below skylight frame slowly pulling, then strenthening member is on sliding support
Adjust position；
In-house operation personnel slowly pull traction to pull rope, and field operation personnel slowly loosen traction and pull rope, allow traction
It pulls rope and is in pulling stress controllable state always, slowly pulling rope by pulling traction makes strenthening member in sliding support
Upper parallel slip to installation designated position；
5th step carries out reinforcing welding, unclamps traction and pulls rope and the fixed safety line of safety, then successively carries out next place
It reinforces.
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 CN106760614A (en) | 2017-05-31 |
| CN106760614B true CN106760614B (en) | 2019-01-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| 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 (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09268764A (en) * | 1996-03-28 | 1997-10-14 | Sekisui House Ltd | Movable carrier |
| 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 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6745869B2 (en) * | 2001-01-22 | 2004-06-08 | Roofmates, Incorporated | Roofmates™ roofing accessories |
-
2017
- 2017-03-13 CN CN201710147425.9A patent/CN106760614B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09268764A (en) * | 1996-03-28 | 1997-10-14 | Sekisui House Ltd | Movable carrier |
| 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 |
|---|---|
| CN106760614A (en) | 2017-05-31 |
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