CN205036073U - Climb a flier, flier subassembly and climb frame - Google Patents
Climb a flier, flier subassembly and climb frame Download PDFInfo
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- CN205036073U CN205036073U CN201520664978.8U CN201520664978U CN205036073U CN 205036073 U CN205036073 U CN 205036073U CN 201520664978 U CN201520664978 U CN 201520664978U CN 205036073 U CN205036073 U CN 205036073U
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- climbing frame
- frame step
- plate
- joint
- step plate
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Abstract
The utility model relates to a climb a flier, flier subassembly and climb the frame, it is one side open -ended boxed structure to climb a flier, it includes support and the side direction portion that locates the relative both sides of support to climb a flier, the relative support of side direction portion is certain angle, it is formed by connecting mainboard and the curb plate that is located both sides to climb a flier, the mainboard is dull and stereotyped, the curb plate is the L shaped plate, the curb plate includes with the parallel first portion of mainboard and is the second portion that the L type is connected with the first portion, the first portion of mainboard and curb plate constitutes the support, the second portion of curb plate constitutes side direction portion. A flier is climbed to the aforesaid, and flier for present thin -slab structure is boxed structure, and the support is used for bearing the vertical load of personnel on climbing a flier, and horizontal wind load can bear in side direction portion, holistic boxed structure makes its complex operating condition's torsion load carrying capacity improve, strengthened and climbed the security of frame, thereby it lightens the support body dead weight of climbing the frame to have reduced the density that sets up the pole setting, reduces the cost of climbing the frame.
Description
Technical field
The utility model relates to builds work technical field, particularly relates to a kind of climbing frame step plate, step plate assembly and climbing frame.
Background technology
Climbing frame is the new technology that the basis of mould crawling technology is abroad developed by domestic manufacturer, full name is attachment type raise scaffold, be mainly used in high-layer shear force wall formula building, it can along building up soaring or decline, not by the restriction of depth of building, save manpower and material greatly, in highrise building, have advantages for development.
Climbing frame is formed primarily of parts such as frame structure, attachment support, anti-dumping anti-drop device, elevating mechanism and control device, and step plate belongs to the frame structure of climbing frame.In current climbing frame product, the form of structure of step plate adopts hollow square steel pipe to form leger and little bar structure mostly, again with leger and little cross bar for skeleton lays expanded sheet metal or checkered steel plate, form the step plate for people's walking, be connected the adjacent vertical rod in interior outside by leger with little cross bar; According to the difference of climbing frame step pitch, distribution 6-8 layer, covers the floor of 4 layer half.Live load is delivered on leger and little cross bar mainly through steel sheet by this step plate structure, mainly bear load and the vertical load of pedestrian's gravity direction, but to the wind load of transverse direction and the torsion load ability to bear of complex working condition more weak, therefore need to arrange that highdensity inside and outside vertical rod is to strengthen the bulk strength of main frame, general 1.5m to 2m establishes one group of vertical rod, will increase the deadweight of climbing frame like this.
Utility model content
Based on this, be necessary to provide a kind of climbing frame step plate strong to vertical load, transverse load and torsion load ability to bear, step plate assembly and climbing frame.
A kind of climbing frame step plate, described climbing frame step plate is the case structure of a side opening, described climbing frame step plate comprises the side direction portion of support both sides relative to being located at described support, the relatively described support in described side direction portion at an angle, described climbing frame step plate is formed by connecting by mainboard and the side plate being positioned at both sides, described mainboard is dull and stereotyped, described side plate is L shaped plate, described side plate comprises the Part I parallel with described mainboard and is the Part II that L-type is connected with described Part I, the described Part I of described mainboard and described side plate forms described support, the described Part II of described side plate forms described side direction portion.
Above-mentioned climbing frame step plate, relative to the step plate of current thin-slab structure, in case structure, support is for bearing the vertical load of personnel on climbing frame step plate, horizontal wind load can bear in side direction portion, overall case structure makes the torsion load ability to bear of its complex working condition improve, therefore above-mentioned climbing frame step plate is strong to vertical load, transverse load and torsion load ability to bear, the safety of climbing frame can be strengthened, reduce density that vertical rod is set thus alleviate the support body deadweight of climbing frame, reducing the cost of climbing frame.
Wherein in an embodiment, the two ends of described mainboard are provided with the first joint, the described Part I of described side plate is provided with the second joint away from one end of described Part II, described first joint adopts male and female joint to be connected with described second joint, described first joint is provided with the first groove, described second joint is provided with the second groove, described first groove and described second groove fit form fixing hole, described climbing frame step plate also comprises fixture, and described fixture to be located in described fixing hole and to be filled described first groove and described second groove.
Wherein in an embodiment, described first joint is male joint, and described second joint is female joint, is provided with wedge-shaped impression between described first joint and the table wall of described mainboard, and the outer wall of described second joint coordinates with described wedge-shaped impression.
Wherein in an embodiment, described support comprises the two-ply at interval, and the two-ply at described interval forms cavity, and described support is provided with stiffener in described cavity, and described stiffener is parallel with the described Part II of described side plate.
Wherein in an embodiment, described side plate is provided with the first connecting hole along the direction perpendicular to the described Part II place plane of described side plate, and described first connecting hole of described side plate is used for fixing described climbing frame step plate; Described side plate is provided with the 3rd connecting hole along the direction perpendicular to the described Part I place plane of described side plate, and described 3rd connecting hole is for arranging the protective screening between adjacent two described climbing frame step plates.
Wherein in an embodiment, described climbing frame step plate also comprises shrouding, and the opposite end of described mainboard is located at by described shrouding, and described shrouding is vertical with described side plate and adjacent.
Wherein in an embodiment, described climbing frame step plate also comprises dividing plate, and described dividing plate is located between two described side direction portions.
A kind of step plate assembly, comprise two or more above-mentioned climbing frame step plate, adjacent two described climbing frame step plates linearly connect or angularly connect.
A kind of climbing frame, comprises above-mentioned climbing frame step plate.
Accompanying drawing explanation
Fig. 1 is the structural representation of the climbing frame step plate of an embodiment;
Fig. 2 is the cross section structure schematic diagram of the climbing frame step plate shown in Fig. 1;
Fig. 3 is the detonation configuration schematic diagram of the climbing frame step plate shown in Fig. 2;
The A place structure for amplifying schematic diagram that Fig. 4 is the climbing frame step plate shown in Fig. 3;
Fig. 5 is the closing plate structure schematic diagram of the climbing frame step plate display shown in Fig. 1;
Fig. 6 is the diaphragm structure schematic diagram of the climbing frame step plate display shown in Fig. 1;
Fig. 7 is the structural representation of the step plate assembly of an embodiment.
Detailed description of the invention
For the ease of understanding the utility model, below with reference to relevant drawings, the utility model is described more fully.Preferred embodiment of the present utility model is given in accompanying drawing.But the utility model can realize in many different forms, is not limited to embodiment described herein.On the contrary, provide the object of these embodiments be make the understanding of disclosure of the present utility model more comprehensively thorough.
It should be noted that, when element is called as " being fixed on " another element, directly can there is element placed in the middle in it on another element or also.When an element is considered to " connection " another element, it can be directly connected to another element or may there is centering elements simultaneously.Term as used herein " vertical ", " level ", "left", "right" and similar statement are just for illustrative purposes.
See figures.1.and.2, the climbing frame step plate 100 of one embodiment, climbing frame step plate 100 is the case structure of a side opening, and climbing frame step plate 100 comprises the side direction portion 120 of support 110 both sides relative to being located at support 110, and the relative support 110 in side direction portion 120 at an angle.Climbing frame step plate 100 is formed by connecting by mainboard 130 and the side plate 140 being positioned at both sides, wherein mainboard 130 is dull and stereotyped, side plate 140 is L shaped plate, the Part II 145 that side plate 140 comprises the Part I 144 parallel with mainboard 130 and is connected in L-type with Part I 144, the Part I 144 of mainboard 130 and side plate 140 forms aforementioned support 110, and the Part II 145 of side plate 140 forms aforementioned side direction portion 120.
Above-mentioned climbing frame step plate 100, relative to the step plate of current thin-slab structure, in case structure, support 110 is for bearing the vertical load of personnel on climbing frame step plate 100, horizontal wind load can bear in side direction portion 120, overall case structure makes the torsion load ability to bear of its complex working condition improve, therefore above-mentioned climbing frame step plate 100 pairs of vertical loads, transverse load and torsion load ability to bear are strong, the safety of climbing frame can be strengthened, reduce density that vertical rod is set thus alleviate the support body deadweight of climbing frame, reducing the cost of climbing frame.Mainboard 130 and side plate 140 can adopt Aluminum extrusion to form respectively thus reduce difficulty of processing, improve ratio of briquetting.Further, biside plate 140 is symmetrical structure, and therefore this climbing frame step plate 100 need two kinds of extrusion dies can be produced smoothly, effectively reduce production difficulty and cost.
In the present embodiment, the cross section of climbing frame step plate 100 can be C tee section.
In the present embodiment, side direction portion 120 is perpendicular to support 110.
Continue with reference to Fig. 2, concrete, in the present embodiment, the length L of the support 110 of climbing frame step plate 100
1for 600mm, side direction portion 120 is along the length L in the direction perpendicular to support 110 place plane
2for 250mm.
With reference to Fig. 3, more specifically, in the present embodiment, the length L of mainboard 130 between biside plate 140
3for 400mm, the thickness of mainboard 130 is 25mm; The Part I 144 of side plate 140 is along the length L in the direction perpendicular to Part II 145
4for 120mm, the Part II 145 of side plate 140 is along the length L in the direction perpendicular to Part I 144
5for 250mm, the thickness of Part I 144 is 25mm.
With reference to Fig. 3 and Fig. 4, wherein in an embodiment, the two ends of mainboard 130 are provided with the first joint 131, the Part I 144 of side plate 140 is provided with the second joint 142 away from one end of Part II 145, first joint 131 adopts male and female joint to be connected with the second joint 142, thus is connected with side plate 140 by mainboard 130.
Concrete, first joint 131 is provided with the first groove 1310, second joint 142 is provided with the second groove 1420, first groove 1310 and the second groove 1420 coordinate formation fixing hole (figure does not mark), climbing frame step plate 100 also comprises fixture (not shown), and fixture to be located in fixing hole and to be filled the first groove 1310 and the second groove 1420.So, after fixture inserts the first groove 1310 and the second groove 1420, the first joint 131 can not be departed from from the second joint 142, thus mainboard 130 can not be separated with side plate 140, ensure steadiness and the reliability of connection.
Concrete, in the present embodiment, the first groove 1310 and the second groove 1420 are half slot.Be appreciated that the first groove 1310 and the second groove 1420 also can be other shapes such as square.Concrete, the first groove 1310 and the second groove 1420 are two.
Concrete, in the present embodiment, fixture is steel wire.More specifically, in the present embodiment, fixture is the steel wire of diameter 3mm.
Concrete, in order to alleviate the weight of climbing frame step plate 100, the first joint 131 is cavity structure.
Concrete, in the present embodiment, the first joint 131 is male joint, the second joint 142 is female joint.Be appreciated that in another embodiment, also can be that the first joint 131 is female joint, the second joint 142 is male joint.More specifically, mainboard 130 and the first joint 131, side plate 140 and the second joint 142 adopt one extruded.
Continue with reference to Fig. 4, concrete, in the present embodiment, between the first joint 131 and the table wall of mainboard 130, be provided with wedge-shaped impression 132, the outer wall of the second joint 142 coordinates with wedge-shaped impression 132, and the structure of wedge-like engagement can make the connection of mainboard 130 and side plate 140 more firm.
Continue with reference to Fig. 2 and Fig. 3, wherein in an embodiment, support 110 comprises the two-ply at interval, and the two-ply at interval like this forms cavity 111 and the intensity of load of support 110 is strengthened.
Wherein in an embodiment, support 110 is provided with stiffener 112 in cavity 111, stiffener 112 is parallel with the Part II 145 of side plate 140, further enhancing the intensity of load of support 110, compare the support 110 of the solid lamina of same thickness, adopt the design of cavity 111 and stiffener 112, not only increase the weight bearing power of support 110, and alleviate the weight of climbing frame step plate 100, take full advantage of the material of support 110.
With reference to Fig. 5, wherein in an embodiment, side plate 140 is provided with the first connecting hole 141 along the direction of the Part II 145 place plane perpendicular to side plate 140, and the first connecting hole 141 of side plate 140 is for fixing climbing frame step plate 100.
Concrete, the first connecting hole 141 of side plate 140 for being connected with vertical rod inside and outside climbing frame or guide rail, thus makes climbing frame step plate 100 fix.More specifically, the first connecting hole 141 is connected with bolt thus climbing frame step plate 100 is fixed.
Wherein in an embodiment, climbing frame step plate 100 also comprises shrouding 150, and the opposite end of mainboard 130 is located at by shrouding 150, and shrouding 150 is vertical with side plate 140 and adjacent.Shrouding 150 can be used for connecting another climbing frame step plate 100, thus makes climbing frame step plate 100 can be satisfied with the demand of the step plate of different length.In addition, the fixing hole that the first groove 1310 and the second groove 1420 are also formed by shrouding 150 and fixture have blocked, and can prevent fixture from deviating from fixing hole.Concrete, shrouding 150 is located at the opposite end of mainboard 130 by welding.
Wherein in an embodiment, shrouding 150 is provided with the second connecting hole 151, connects the second connecting hole 151 of another climbing frame step plate 100 for straight line.Concrete, the second connecting hole 151 is connected with bolt thus connects multiple climbing frame step plate 100.Concrete, in the present embodiment, shrouding 150 is provided with 6 the second connecting holes 151, and point two row distributions, often row 3.
Wherein in an embodiment, first connecting hole 141 is identical with the modulus of the second connecting hole 151, therefore above-mentioned climbing frame step plate 100 connects except another climbing frame step plate 100 except the second connecting hole 151 straight line by shrouding 150, two climbing frame step plates 100 are also connected in 90 degree of right angles with the second connecting hole 151 by the first connecting hole 141, as shown in Figure 7.
Wherein in an embodiment, side plate 140 is provided with the 3rd connecting hole 143 along the direction of the Part I 144 place plane perpendicular to side plate 140,3rd connecting hole 143 is for arranging the protective screening between adjacent two climbing frame step plates 100, side plate 140 directly bears the across-wind dynamic load transmitted by protective screening, makes whole support body stressed more even.Concrete, the 3rd connecting hole 143 is located at the upper following table wall of side plate 140.
With reference to Fig. 6, wherein in an embodiment, climbing frame step plate 100 also comprises dividing plate 160, and dividing plate 160 is located between two side direction portions 120.So can ensure the supporting capacity of climbing frame step plate 100 entirety further, especially climbing frame step plate 100 length according to the Adjusting Shape of external wall be comparatively long span time, be conducive to improving the supporting capacity of support 110.
Concrete, in the present embodiment, be provided with one piece of dividing plate 160 every 1m distance.Concrete, dividing plate 160 is located between two side direction portions 120 by welding.Concrete, dividing plate 160 is located between the Part II 145 of two side plates 140.
Concrete, dividing plate 160 is provided with lightening hole 161, so ensureing the intensity of dividing plate 160 simultaneously, can alleviate the weight of climbing frame step plate 100.
Wherein in an embodiment, the Part I 144 of side plate 140 and the upper surface of mainboard 130 are provided with anti-slip veins 113, enhance frictional force when personnel walk on climbing frame step plate 100.Concrete, anti-slip veins 113 is waveform anti-slip veins 113.
Concrete, in the present embodiment, the material of climbing frame step plate 100 is aluminum alloy materials.
With reference to Fig. 7, the step plate assembly 10 of an embodiment, comprises two or more climbing frame step plate 100, and adjacent two climbing frame step plates 100 linearly connect.Concrete, above-mentioned climbing frame step plate 100, connects the second connecting hole 151 of another climbing frame step plate 100 by the second connecting hole 151 straight line of shrouding 150.
In another embodiment, adjacent two climbing frame step plates 100 replace with and angularly connect.Concrete, above-mentioned climbing frame step plate 100, angularly connects the first connecting hole 141 of another climbing frame step plate 100 by the second connecting hole 151 of shrouding 150.Concrete, in the present embodiment, adjacent two climbing frame step plates 100 can at right angles connect.
The utility model additionally provides the climbing frame of an embodiment, comprises above-mentioned climbing frame step plate 100.
Each technical characteristic of the above embodiment can combine arbitrarily, for making description succinct, the all possible combination of each technical characteristic in above-described embodiment is not all described, but, as long as the combination of these technical characteristics does not exist contradiction, be all considered to be the scope that this manual is recorded.
The above embodiment only have expressed several embodiment of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to utility model patent scope.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (9)
1. a climbing frame step plate, it is characterized in that, described climbing frame step plate is the case structure of a side opening, described climbing frame step plate comprises the side direction portion of support both sides relative to being located at described support, the relatively described support in described side direction portion at an angle, described climbing frame step plate is formed by connecting by mainboard and the side plate being positioned at both sides, described mainboard is dull and stereotyped, described side plate is L shaped plate, described side plate comprises the Part I parallel with described mainboard and is the Part II that L-type is connected with described Part I, the described Part I of described mainboard and described side plate forms described support, the described Part II of described side plate forms described side direction portion.
2. climbing frame step plate according to claim 1, it is characterized in that, the two ends of described mainboard are provided with the first joint, the described Part I of described side plate is provided with the second joint away from one end of described Part II, described first joint and described second joint adopt public, female joint connects, described first joint is provided with the first groove, described second joint is provided with the second groove, described first groove and described second groove fit form fixing hole, described climbing frame step plate also comprises fixture, described fixture to be located in described fixing hole and to be filled described first groove and described second groove.
3. climbing frame step plate according to claim 2, it is characterized in that, described first joint is male joint, and described second joint is female joint, be provided with wedge-shaped impression between described first joint and the table wall of described mainboard, the outer wall of described second joint coordinates with described wedge-shaped impression.
4. climbing frame step plate according to claim 1, it is characterized in that, described support comprises the two-ply at interval, and the two-ply at described interval forms cavity, and described support is provided with stiffener in described cavity, described stiffener is parallel with the described Part II of described side plate.
5. climbing frame step plate according to claim 1, is characterized in that, described side plate is provided with the first connecting hole along the direction perpendicular to the described Part II place plane of described side plate, and described first connecting hole of described side plate is used for fixing described climbing frame step plate; Described side plate is provided with the 3rd connecting hole along the direction perpendicular to the described Part I place plane of described side plate, and described 3rd connecting hole is for arranging the protective screening between adjacent two described climbing frame step plates.
6. climbing frame step plate according to claim 1, is characterized in that, described climbing frame step plate also comprises shrouding, and the opposite end of described mainboard is located at by described shrouding, and described shrouding is vertical with described side plate and adjacent.
7. climbing frame step plate according to claim 1, is characterized in that, described climbing frame step plate also comprises dividing plate, and described dividing plate is located between two described side direction portions.
8. a step plate assembly, is characterized in that, comprises the climbing frame step plate described in two or more any one of claim 1-7, and adjacent two described climbing frame step plates linearly connect or angularly connect.
9. a climbing frame, is characterized in that, comprises the climbing frame step plate described in any one of claim 1-7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520664978.8U CN205036073U (en) | 2015-08-31 | 2015-08-31 | Climb a flier, flier subassembly and climb frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520664978.8U CN205036073U (en) | 2015-08-31 | 2015-08-31 | Climb a flier, flier subassembly and climb frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205036073U true CN205036073U (en) | 2016-02-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520664978.8U Expired - Fee Related CN205036073U (en) | 2015-08-31 | 2015-08-31 | Climb a flier, flier subassembly and climb frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205036073U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612300A (en) * | 2018-06-01 | 2018-10-02 | 广东奇正科技有限公司 | A kind of connection structure of the protection network of climbing frame |
-
2015
- 2015-08-31 CN CN201520664978.8U patent/CN205036073U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108612300A (en) * | 2018-06-01 | 2018-10-02 | 广东奇正科技有限公司 | A kind of connection structure of the protection network of climbing frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170421 Address after: Venus Road 410200 in Hunan province Changsha No. 109 Sheng Tong Industrial Park Development Division Patentee after: Hunan Fast Construction Technology Co., Ltd. Address before: 410200 Hunan City, Changsha Province, Jinxing Road, No. 109, Wangcheng Patentee before: Suntown Technology Group Corporation |
|
| 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: 20160217 Termination date: 20200831 |