CN202044670U - Escape slipway for high-rise building - Google Patents

Escape slipway for high-rise building Download PDF

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Publication number
CN202044670U
CN202044670U CN2011200854278U CN201120085427U CN202044670U CN 202044670 U CN202044670 U CN 202044670U CN 2011200854278 U CN2011200854278 U CN 2011200854278U CN 201120085427 U CN201120085427 U CN 201120085427U CN 202044670 U CN202044670 U CN 202044670U
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CN
China
Prior art keywords
inner core
urceolus
deep
building
drag
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2011200854278U
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Chinese (zh)
Inventor
刘丰铭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Tianyu construction Group Co., Ltd.
Original Assignee
JIANGSU TIANYU CONSTRUCTION ENGINEERING Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by JIANGSU TIANYU CONSTRUCTION ENGINEERING Co Ltd filed Critical JIANGSU TIANYU CONSTRUCTION ENGINEERING Co Ltd
Priority to CN2011200854278U priority Critical patent/CN202044670U/en
Application granted granted Critical
Publication of CN202044670U publication Critical patent/CN202044670U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an escape slipway for a high-rise building. The escape slipway comprises an inner barrel, an outer barrel and a control mechanism, wherein the inner barrel (8) and the outer barrel (1) are laminated together; the uppermost end of the inner barrel is connected with the building through a movable hinge (3); the outer barrel is connected with the inner barrel through a movable bolt (12); a position on the side wall of the inner barrel is depressed inwardly to form an arc-shaped groove; the lowermost end of the arc-shaped groove is provided with a fixed pulley (7); the outer side of the lower end of the inner barrel is provided with a circle of retaining ring (2) around the side wall of the upper part of the fixed pulley; the retaining ring is broken on the arc-shaped groove; a guy rope binding ring (6) is arranged at a position on the inner side of the upper end of the outer barrel corresponding to the arc-shaped groove at the uppermost end of the inner barrel; a positioning ring which corresponds to the retaining ring of the inner barrel is arranged around the inner side of the guy rope binding ring (6); the control mechanism is connected with a brake rod (11) through a winch (4); and the inner and outer barrels are pulled by a guy rope (5). The escape slipway has a reasonable structure, is convenient to use, and is quick, safe and reliable.

Description

High-rise escape slideway
Technical field
The utility model relates to a kind of buoyant apparatus, especially a kind of high-rise escape slideway.
Background technology
Along with modern society's constant development of economy, high-rise is more and more.When on high-rise, running into other substantial risk situations such as fire, terrorist incident, elevator ﹠ stairs often can not pass through in the building, this just makes that the personnel that are trapped in the building are abnormally dangerous, and this moment, people wished to utilize the ground of quick, the safe arrival building of certain instrument.Existing high-rise life saving utensil is of a great variety, but bulky mostly, complex structure, insufficiency.China utility model patent 200620059388.3(2007 September 26 authorized the power bulletin) described a kind of by spiral decline unlimited chute or the unlimited chute of word formula decline, this high-rise life saving chute complex structure, escape speed are slow, therefore can not get extensive use.
The utility model content
The safe escape problem of the utility model when solving existing high-rise generation emergency, provide a kind of simple in structure, anyone need not learn promptly can to use and the open type high-rise escape slideway of safe ready.
For achieving the above object, technical solution adopted in the utility model is: adopt a kind of high-rise escape slideway, comprise inner core, urceolus and controlling organization.Described inner core and urceolus are superimposed together, and inner core topmost links together by hinges and building, and urceolus is connected with inner core by movable latch; The inner core sidewall has a place inwardly to be recessed into a deep-slotted chip breaker, deep-slotted chip breaker a fixed pulley is set bottom, the outside, inner core lower end is provided with a circle retaining ring on fixed pulley top around sidewall, the retaining ring disconnects at the deep-slotted chip breaker place; Described outer jacket casing becomes on the inner core, and inboard deep-slotted chip breaker corresponding section, the top with inner core is provided with a drag-line system ring in urceolus upper end, the urceolus upper end inboard along around be provided with together and the corresponding locating ring of inner core retaining ring.
Described controlling organization is a capstan winch, capstan winch be arranged on inner/outer tube directly on the building, be connected with a brake bar, brake bar is fixed on the building, capstan winch connects a drag-line, and drag-line is walked around behind the fixed pulley of inner core lower end upwards setting fastening on the drag-line system ring of urceolus upper end to the deep-slotted chip breaker of lower edge inner core.
Earlier the inner core that is superimposed together is fixed on the building by hinges fixing when installing at the scene, urceolus is connected with inner core by movable latch; The controlling organization of this escape slideway is set on building directly over the inner/outer tube, being about to a capstan winch is connected with a brake bar, brake bar is fixed on the building, capstan winch connects a drag-line, and drag-line is walked around behind the fixed pulley of inner core lower end upwards setting fastening on the drag-line system ring of urceolus upper end to the deep-slotted chip breaker of lower edge inner core.Open the movable latch between the brake bar and inner/outer tube on the capstan winch, the i.e. landing downwards under the effect of deadweight of urceolus this moment, rotating capstan winch is wrapped on the capstan winch drag-line on the slideway, when two joint slideways reach maximum length, retaining ring on the inner core and the locating ring on the urceolus meet at this moment, have stoped the decline of urceolus.Drag-line is fixed on the capstan winch, and with the brake bar brake reel on the capstan winch, this moment, slideway promptly installed, and from then on the personnel on the high building slide building on the slideway one by one, arrive ground safely.
The utility model is skillfully constructed, simple in structure, glide fast, safe and reliable, can be widely used in high building, hotel or high residential building escape and use.This high-rise escape slideway need not be learnt promptly can use, and anyone can use, and does not expend bodily strength during downslide.
Description of drawings
Below in conjunction with the description of drawings and the specific embodiment the utility model is described further.
Fig. 1 is an example structure cutaway view of the present utility model.
Fig. 2 is an embodiment inner core cutaway view of the present utility model.
Fig. 3 is the cutaway view of embodiment inner/outer tube of the present utility model when being superimposed together.
Fig. 4 is embodiment of the present utility model structure cutaway view when using.
The specific embodiment
Referring to Fig. 1 to Fig. 4, a kind of high-rise escape slideway of the present utility model comprises inner core, urceolus and controlling organization.Described inner core 8 and urceolus 1 are superimposed together, and inner core 8 topmost links together by hinges 3 and building, and urceolus 1 is connected with inner core 8 by movable latch 12; Inner core 8 sidewalls have a place inwardly to be recessed into a deep-slotted chip breaker 9, deep-slotted chip breaker 9 a fixed pulley 7 is set bottom, the outside, inner core 8 lower ends is provided with a circle retaining ring 2 on fixed pulley 7 tops around sidewall, retaining ring 2 disconnects at deep-slotted chip breaker 9 places; Described urceolus 1 overlaps on the inner core 8, and inboard the top deep-slotted chip breaker 9 corresponding sections with inner core 8 are provided with a drag-line system ring 6 in urceolus 1 upper end, urceolus 1 upper end inboard along around be provided with together and inner core 8 retaining rings 2 corresponding locating rings 10.
Described controlling organization is a capstan winch 4, capstan winch 4 be arranged on inner/outer tube directly on the building, be connected with a brake bar 11, brake bar 11 is fixed on the building, capstan winch 4 connects a drag-line 5, and drag-line 5 is to fixed pulley 7 backs that the deep-slotted chip breaker 9 of lower edge inner core 8 is walked around inner core 8 lower ends upwards on the drag-line system ring 6 of setting fastening in urceolus 1 upper end.
Earlier the inner core 8 that is superimposed together is fixed on the building by hinge 3 when installing at the scene, urceolus is connected with inner core 8 by movable latch 12; The controlling organization of this escape slideway is set on building directly over the inner/outer tube, being about to a capstan winch 4 is connected with a brake bar 11, brake bar 11 is fixed on the building, capstan winch 4 connects a drag-line 5, and drag-line 5 is to fixed pulley 7 backs that the deep-slotted chip breaker 9 of lower edge inner core 8 is walked around inner core 8 lower ends upwards on the drag-line system ring 6 of setting fastening in urceolus 1 upper end.Open the movable latch 12 between the brake bar 11 and inner/outer tube on the capstan winch 4, the i.e. landing downwards under the effect of deadweight of urceolus 1 this moment, when two joint slideways reached maximum length, retaining ring on the inner core and the locating ring on the urceolus met and have promptly stoped the decline of urceolus.Rotate capstan winch 4 this moment and drag-line on the slideway is wrapped on the capstan winch 4 drag-line 5 is fixed on the capstan winch 4, with brake bar 11 brake reels 4 on the capstan winch 4.

Claims (2)

1. high-rise escape slideway, comprise inner core, urceolus and controlling organization, it is characterized in that: described inner core (8) and urceolus (1) are superimposed together, inner core topmost links together by hinges (3) and building, and urceolus (1) is connected with inner core (8) by movable latch (12); The inner core sidewall has a place inwardly to be recessed into a deep-slotted chip breaker (9), at deep-slotted chip breaker (9) fixed pulley (7) is set bottom, the outside, inner core lower end is provided with a circle retaining ring (2) on fixed pulley top around sidewall, retaining ring (2) is located to disconnect at deep-slotted chip breaker (9); Described urceolus (1) overlaps on the inner core, and inboard deep-slotted chip breaker corresponding section, the top with inner core is provided with drag-line system's ring (6) in urceolus upper end, the urceolus upper end inboard along around be provided with together and the corresponding locating ring of inner core retaining ring (2) (10).
2. high-rise escape slideway according to claim 1, it is characterized in that: described controlling organization is a capstan winch (4), capstan winch (4) be arranged on inner/outer tube directly on the building, be connected with a brake bar (11), brake bar (11) is fixed on the building, capstan winch (4) connects a drag-line (5), and drag-line (5) is walked around behind the fixed pulley of inner core lower end upwards setting fastening on drag-line system's ring (6) of urceolus upper end to the deep-slotted chip breaker (9) of lower edge inner core.
CN2011200854278U 2011-03-29 2011-03-29 Escape slipway for high-rise building Expired - Fee Related CN202044670U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200854278U CN202044670U (en) 2011-03-29 2011-03-29 Escape slipway for high-rise building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200854278U CN202044670U (en) 2011-03-29 2011-03-29 Escape slipway for high-rise building

Publications (1)

Publication Number Publication Date
CN202044670U true CN202044670U (en) 2011-11-23

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Application Number Title Priority Date Filing Date
CN2011200854278U Expired - Fee Related CN202044670U (en) 2011-03-29 2011-03-29 Escape slipway for high-rise building

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CN (1) CN202044670U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102151370A (en) * 2011-03-29 2011-08-17 江苏天宇建设工程有限公司 Escape slideway for high-rise building
WO2020223986A1 (en) * 2019-05-09 2020-11-12 黄豪杰 High-rise building integrated-body escape chute

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102151370A (en) * 2011-03-29 2011-08-17 江苏天宇建设工程有限公司 Escape slideway for high-rise building
WO2020223986A1 (en) * 2019-05-09 2020-11-12 黄豪杰 High-rise building integrated-body escape chute

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: JIANGSU TIANYU CONSTRUCTION GROUP CO., LTD.

Free format text: FORMER NAME: JIANGSU TIANYU CONSTRUCTION ENGINEERING CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 225800 No. 41, Middle North Road, Baoying County, Yangzhou, Jiangsu

Patentee after: Jiangsu Tianyu construction Group Co., Ltd.

Address before: 225800 No. 41, Middle North Road, Baoying County, Yangzhou, Jiangsu

Patentee before: Jiangsu Tianyu Construction Engineering Co., Ltd.

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: 20111123

Termination date: 20160329