CN201381653Y - Assembled type overhang safety protection shelter structure for high-rise building construction - Google Patents
Assembled type overhang safety protection shelter structure for high-rise building construction Download PDFInfo
- Publication number
- CN201381653Y CN201381653Y CN200920040205U CN200920040205U CN201381653Y CN 201381653 Y CN201381653 Y CN 201381653Y CN 200920040205 U CN200920040205 U CN 200920040205U CN 200920040205 U CN200920040205 U CN 200920040205U CN 201381653 Y CN201381653 Y CN 201381653Y
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- building construction
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- rise building
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- stressed
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- 238000009435 building construction Methods 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 claims abstract description 16
- 244000208734 Pisonia aculeata Species 0.000 claims abstract description 14
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 4
- 239000011120 plywood Substances 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- 230000001681 protective effect Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 230000004888 barrier function Effects 0.000 abstract 2
- 230000007547 defect Effects 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 210000000481 breast Anatomy 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model relates to an assembled type overhang safety protection shelter structure used for high-rise building construction, which belongs to the technical field of building construction. The structure is formed and put up through an overhang main beam, a horizontal cross rod, protective barriers, a stress hinged joint seat, a pull-back anchored seat and a pull-back steel wire rope and the like, a double-layered protection shelter is formed through the connection of the overhang main beam, the horizontal cross rod and the protective barriers, the stress hinged joint seat and the pull-back anchored seat are respectively fixed on the main construction structure, and one end of the overhang main beam is connected with the stress hinged joint seat; one end of the pull-back steel wire rope is connected with the pull-back anchored seat, and the other end thereof is connected with the a pull-back point arranged on the overhang main beam. The structure has the advantages of reasonable and simple structure, simple and convenient method, the main beam of the shelter body is directly attached to the main construction structure to extend into a whole through assembly, the defects of the traditional protection shelter are overcome, the load-bearing capacity and the shock strength of the protection shelter are enhanced, the construction safety is guaranteed, and the assembly and disassembly are convenient and quick.
Description
Technical field
The utility model relates to a kind of during high-building construction, and prevention falling object from high altitude body strike accident takes place, and along with the height of high-building construction, the assembled overhanging safe guarding shed structure that segmentation is set up belongs to technical field of building construction.
Background technology
Along with the development of urban construction, the building operations place is more and more narrow and small, and the accident that often has falling object from high altitude to hurt sb.'s feelings, hinder thing in the high-building construction takes place.During the highrise building main structure construction, along with the height of high-building construction, segmentation is set up safe guarding shed, is to prevent that falling object from high altitude body strike accident from taking place, one of effective measures, and particularly overlooking building is particularly important.Traditional protection canopy all is to encorbelment on scaffold with steel pipe, is pulled on the building main body with wire rope is counter again.The length of not only encorbelmenting and area coverage are restricted, carrying and impact resistance is little, the safe handling of returning scaffold under wind action has brought hidden danger, and greatly dangerous during installation and removal, used material can not all reuse again.
The utility model content
The deficiency that the purpose of this utility model exists at above-mentioned traditional protection canopy, provide a kind of high-rise building construction assembled overhanging safe guarding shed, at the high-building construction scene, canopy body girder is attached directly on the agent structure, extend into integral body by assembling, this is assembled overhanging safe guarding shed, and its length of encorbelmenting is long and area coverage is big, carrying and strong shock resistance can overcome the potential safety hazard that traditional protection canopy brings to scaffold under wind action.
The purpose of this utility model is to realize like this, high-rise building construction assembled overhanging safe guarding shed, it is characterized in that being provided with encorbelment girder, horizontal cross bar, guard rail, stressed articulated seat, anti-anchorage, the pull-back cable of drawing, encorbelment girder, horizontal cross bar and guard rail connects and composes double-deck protection canopy, stressed articulated seat, the anti-anchorage that draws are separately fixed on the major structure of construction, and an end of the girder of encorbelmenting connects stressed articulated seat; One end of pull-back cable connects the anti-anchorage that draws, and counter the drawing that is provided with on the other end and the girder of encorbelmenting is connected.
Described anti-anchorage and the stressed articulated seat of drawing is arranged on the same vertical plane, and counter to draw the distance between anchorage and stressed articulated seat upper and lower be 5～6m, and the distance between the level is less than 3m.
Described counter drawing a little is two, and two counter draws the girder of encorbelmenting of naming a person for a particular job to be divided into L from the near to the remote
1, L
2, L
3Three sections, L
1: L
2: L
3=1: 0.8: 0.41.
The described girder of encorbelmenting, horizontal cross bar are the pin hand steel pipe of Φ 48 * 3.5, and the angle of encorbelment girder and horizontal plane is 10 °～15 °, and the spacing that two-phase borders on the river between the flat cross bar is 500mm.
The bottom overcoat of described double-deck protection canopy is provided with wood plywood, and the upper strata overcoat is provided with safety net and steel basketry sheet.
Described stressed articulated seat is made of articulated element, screw rod, steel plate, and articulated element is fixed on the major structure of construction by screw rod, steel plate.
The utility model is rational in infrastructure simple, method is easy, canopy body girder is attached directly on the major structure of construction, extend into integral body by assembling, overcome the shortcoming of traditional protection canopy, improved the supporting capacity and the impact strength of protection canopy, guaranteed construction safety, this technology can repeat turnover as the assembling instrument and use, and installs and remove convenient, fast, safety.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is that stressed articulated seat of the present utility model is installed on the structural representation on the major structure of construction;
Fig. 3 is the anti-structural representation that draws the drawknot round steel of anchorage of the present utility model;
Among the figure: 1 double-deck protection canopy, 2 pull-back cables, 3 stressed articulated seats, 4 anti-anchorage, 5 guard rails, 6 encorbelment girder, 7 screw rods, 8PVC sleeve pipe, 9 movable plug-in units, 10 hinged pedestals, 11 shanks of bolt, 12 steel plates, 13 intermediate plates of drawing.
The specific embodiment
High-rise building construction assembled overhanging safe guarding shed, by the girder 6 of encorbelmenting, horizontal cross bar, guard rail 5, stressed articulated seat 3, instead draw installations such as anchorage 4, pull-back cable 2 to connect and compose.Build the material such as the girder of encorbelmenting, horizontal cross bar and guard rail of double-deck protection canopy 1, adopt the pin hand steel pipe of Φ 48 * 3.5.Encorbelment girder, horizontal cross bar and guard rail connects and composes double-deck protection canopy 1.Encorbelmenting is provided with two counter drawing a little on the girder, and two counter draws to name a person for a particular job and encorbelment girder by the end to end of welding activity plug-in unit, is divided into L
1, L
2, L
3Three sections, L
1: L
2: L
3=1: 0.8: 0.41.
Stressed articulated seat is made of hinge assembly, bolt, steel plate, and hinge assembly is fixed on the major structure of construction by screw rod, steel plate.Hinge assembly is made of hinged pedestal 10, movable plug-in unit 9, intermediate plate 12, and intermediate plate is weldingly fixed on the hinged pedestal, and movable plug-in unit and intermediate plate are provided with screw.An encorbelment end welding activity plug-in unit of girder, movable plug-in unit inserts in the intermediate plate and connects with shank of bolt.
The anti-drawknot round steel of anchorage 4 that draws is embedded in the major structure of construction.Anti-anchorage and the stressed articulated seat of drawing is arranged on the same vertical plane of major structure of construction, and counter to draw the distance between anchorage and stressed articulated seat upper and lower be 5～6m, and the distance between the level is less than 2～3m.One end of pull-back cable connects the anti-anchorage that draws, counter the drawing that is provided with on the other end and the girder of encorbelmenting is connected, regulate the tension pull-back cable, the angle of girder and horizontal plane of encorbelmenting is 10 °～15 °, adopt right-angle coupler fixed level cross bar on the girder of encorbelmenting, the spacing that two-phase borders on the river between the flat cross bar is 500mm.On fixing horizontal cross bar, completely spread lower floor's protection canopy that one deck template and one deck safety net constitute double-deck protection canopy.Adopt the fixing vertical short stanchion of right-angle coupler, and at the edge and at interval 3m sets up vertically to diagonal brace.Adopt right-angle coupler to set up upper strata leger and horizon bar, and completely spread steel basketry sheet, steel basketry sheet and upper strata horizon bar are fixed the upper strata protection canopy that constitutes double-deck protection canopy with the 12# iron wire.Along the outside between the levels of double-deck protection canopy, do the protection breast board with steel basketry sheet, the high safe protective railing of 1.2m is set up in the outside of upper strata protection canopy in addition, and fixed stop sole in the safe protective railing is hung the dense mesh type safety net.
Claims (7)
1, a kind of high-rise building construction assembled overhanging safe guarding shed, it is characterized in that being provided with encorbelment girder, horizontal cross bar, guard rail, stressed articulated seat, anti-anchorage, the pull-back cable of drawing, encorbelment girder, horizontal cross bar and guard rail connects and composes double-deck protection canopy, stressed articulated seat, the anti-anchorage that draws are separately fixed on the major structure of construction, and an end of the girder of encorbelmenting connects stressed articulated seat; One end of pull-back cable connects the anti-anchorage that draws, and counter the drawing that is provided with on the other end and the girder of encorbelmenting is connected.
2, described high-rise building construction assembled overhanging safe guarding shed according to claim 1, it is characterized in that described anti-anchorage and the stressed articulated seat of drawing is arranged on the same vertical plane, counter to draw the distance between anchorage and stressed articulated seat upper and lower be 5～6m, and the distance between the level is less than 3m.
3, described high-rise building construction assembled overhanging safe guarding shed according to claim 1, it is characterized in that described stressed articulated seat is provided with hinge assembly, bolt, steel plate, hinge assembly is fixed on the major structure of construction by screw rod, steel plate; Described hinge assembly is made of hinged pedestal, movable plug-in unit, intermediate plate, and intermediate plate is weldingly fixed on the hinged pedestal, and movable plug-in unit is connected with intermediate plate by shank of bolt.
4, described high-rise building construction assembled overhanging safe guarding shed according to claim 1, it is characterized in that described counter drawing a little is two, two counter draws the girder of encorbelmenting of naming a person for a particular job to be divided into L from the near to the remote
1, L
2, L
3Three sections, L
1: L
2: L
3=1: 0.8: 0.41.
5, described high-rise building construction assembled overhanging safe guarding shed according to claim 1, it is characterized in that the described girder of encorbelmenting, horizontal cross bar are the pin hand steel pipe of Φ 48 * 3.5, the angle of girder and horizontal plane of encorbelmenting is 10 °～15 °, and the spacing that two-phase borders on the river between the flat cross bar is 400～500mm.
6, described high-rise building construction assembled overhanging safe guarding shed according to claim 1, it is characterized in that the bottom overcoat of described double-deck protection canopy is provided with wood plywood, the upper strata overcoat is provided with safety net and steel basketry sheet.
7, described high-rise building construction assembled overhanging safe guarding shed according to claim 1, it is characterized in that described stressed articulated seat is made of articulated element, screw rod, steel plate, articulated element is fixed on the major structure of construction by screw rod, steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920040205U CN201381653Y (en) | 2009-04-14 | 2009-04-14 | Assembled type overhang safety protection shelter structure for high-rise building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920040205U CN201381653Y (en) | 2009-04-14 | 2009-04-14 | Assembled type overhang safety protection shelter structure for high-rise building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201381653Y true CN201381653Y (en) | 2010-01-13 |
Family
ID=41525129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920040205U Expired - Fee Related CN201381653Y (en) | 2009-04-14 | 2009-04-14 | Assembled type overhang safety protection shelter structure for high-rise building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201381653Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383616A (en) * | 2011-10-21 | 2012-03-21 | 四川省晟茂建设有限公司 | Connecting component for assembled cantilever safety protection shed |
| CN105672678A (en) * | 2016-01-26 | 2016-06-15 | 江苏南通三建集团有限公司 | Method for mounting overall steel protective shed cantilever frame |
-
2009
- 2009-04-14 CN CN200920040205U patent/CN201381653Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383616A (en) * | 2011-10-21 | 2012-03-21 | 四川省晟茂建设有限公司 | Connecting component for assembled cantilever safety protection shed |
| CN105672678A (en) * | 2016-01-26 | 2016-06-15 | 江苏南通三建集团有限公司 | Method for mounting overall steel protective shed cantilever frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100113 Termination date: 20170414 |