CN106121364A - A kind of construction enclosing structure - Google Patents

A kind of construction enclosing structure Download PDF

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Publication number
CN106121364A
CN106121364A CN201610534729.6A CN201610534729A CN106121364A CN 106121364 A CN106121364 A CN 106121364A CN 201610534729 A CN201610534729 A CN 201610534729A CN 106121364 A CN106121364 A CN 106121364A
Authority
CN
China
Prior art keywords
hound
chute
base
baffle plate
positioning seat
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.)
Granted
Application number
CN201610534729.6A
Other languages
Chinese (zh)
Other versions
CN106121364B (en
Inventor
李喆骁
杨韬
穆学瑞
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.)
Shanghai Greenland Construction Design Research Institute Co ltd
Shanghai Greenland Construction Group Co Ltd
Original Assignee
Shanghai Greenland Construction Group 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 Shanghai Greenland Construction Group Co Ltd filed Critical Shanghai Greenland Construction Group Co Ltd
Priority to CN201610534729.6A priority Critical patent/CN106121364B/en
Publication of CN106121364A publication Critical patent/CN106121364A/en
Application granted granted Critical
Publication of CN106121364B publication Critical patent/CN106121364B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00Fencing, e.g. fences, enclosures, corrals
    • E04H17/14Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • E04H17/168Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames using panels fitted in grooves of posts

Abstract

The invention discloses a kind of construction enclosing structure, it comprises the base (1) that can fix on the ground, this base (1) two ends are respectively arranged with the location bar (2) being provided with perpendicular clearance sliding fit, one piece of baffle plate (3) it is provided with at the upper end face of described base (1), positioning seat (4) it is respectively arranged with near the two ends of described location bar (2), it is provided with on this positioning seat (4) and is rotationally connected the hound (5) coordinated with it, the both sides on described baffle plate (3) top offer respectively and are adjacent the chute (6) that side hound (5) is corresponding, the other end of described hound (5) extends in chute (6).Present configuration is simple, easy to use, it is possible to resisting the wind comes from of positive and negative both direction freely, supporting construction is the most firm, and the most overall safeguard structure is more flexible, reduces floor space, is beneficial to popularization in this field.

Description

A kind of construction enclosing structure
Technical field
The present invention relates to the processing and manufacturing field of construction safety device, particularly relate to a kind of construction Use enclosing structure.
Background technology
The most common construction guard fender is mostly simple monomer structure processing and fabricating and forms, in use, and should It is the most single that kind structure uses function, and when in the face of wind-force bigger extreme weather, surrounding baffle easily starts from middle part Now bending, in order to solve this problem, common way is to weld corresponding bracing frame in the side of surrounding baffle, and this kind of structure is Fixed structure, can only tackle the blast invasion and attack of one side in use, and when wind direction is positioned at the another side of bracing frame, this kind supports Structure will lose due effect.
Summary of the invention
It is an object of the present invention to provide a kind of construction enclosing structure, in the presence of it can efficiently solve background technology Problem.
In order to solve the problem in the presence of background technology, it comprises the base 1 that can fix on the ground, this base 1 liang End is respectively arranged with the location bar 2 being provided with perpendicular clearance sliding fit, is provided with one piece at the upper end face of described base 1 Baffle plate 3, is respectively arranged with positioning seat 4 near the two ends of described location bar 2, this positioning seat 4 is provided with to be rotationally connected with it and joins The hound 5 closed, the both sides on described baffle plate 3 top offer respectively and are adjacent the corresponding chute of side hound 56, institute The other end stating hound 5 extends in chute 6, and described hound 5 is positioned at the both sides of chute 6 one end and extends outward respectively Locating shaft 7, the both sides of described chute 6 extend outward and the locating slot 8 of locating shaft 7 clearance sliding fit, bottom this locating slot 8 Side be provided with for locating shaft 7 gap insert slot 9, between two location bars 2 of same one end, be provided with driving plate 10, it is connected by spring 11 between described base 1 and baffle plate 3.
It it is the setting of mutual staggered between two positioning seats 4 on described location bar 2.
Owing to have employed above technical scheme, the method have the advantages that simple in construction, easy to use, it is possible to Resisting the wind comes from of positive and negative both direction freely, supporting construction is the most firm, and the most overall safeguard structure is more flexible, reduces Floor space, is beneficial to popularization the most in this field.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing In having technology to describe, the required accompanying drawing used is briefly described, it should be apparent that, the accompanying drawing in describing below is only this Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, also may be used To obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the axonometric chart of the present invention;
Fig. 2 is the structural representation of the present invention;
Fig. 3 is the partial enlarged drawing of Fig. 1.
Detailed description of the invention
For the technological means making the present invention realize, creation characteristic, reach purpose and be easy to understand with effect, below will In conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described.
Referring to Fig. 1-3, this detailed description of the invention is to be achieved by the following technical solutions, and it comprises can be fixed on ground On base 1, these base 1 two ends are respectively arranged with the location bar 2 being provided with perpendicular clearance sliding fit, described base 1 Upper end face at be provided with one piece of baffle plate 3, be respectively arranged with positioning seat 4 near the two ends of described location bar 2, on this positioning seat 4 Being provided with and be rotationally connected the hound 5 coordinated with it, the both sides on described baffle plate 3 top offer respectively and are adjacent side diagonal brace The chute 6 that bar 5 is corresponding, the other end of described hound 5 extends in chute 6, and described hound 5 is positioned at chute 6 one end Both sides extend outward locating shaft 7 respectively, the both sides of described chute 6 extend outward and locating shaft 7 clearance sliding fit Locating slot 8, the side bottom this locating slot 8 is provided with the slot 9 inserted for locating shaft 7 gap, and two that are positioned at same one end fixed It is provided with driving plate 10 between the bar 2 of position, is connected by spring 11 between described base 1 and baffle plate 3.
It it is the setting of mutual staggered between two positioning seats 4 on described location bar 2.
Below in conjunction with the accompanying drawings the using method and principle thereof being originally embodied as middle technical scheme part is further explained State:
When wind direction blows to position bar 2 and drive plate 10, plate 10 is first driven to be pushed completely under the action of the forces of the wind to phase To one side, drive the hound 5 with opposite side of the wind comes to move down simultaneously, the beam worker of whole supporting construction can be completed Make;When wind is greatly to when enough making baffle plate 3 tilt, and the locating shaft 7 being positioned at hound 5 two ends will enter into slot 9, thus gives Baffle plate 3 provides enough support strengths, and in this embodiment, the wind comes from the biggest location bar 2 and hound 5 are to baffle plate 3 Support degree is the biggest.
Last it is noted that above example is only in order to illustrate technical scheme, it is not intended to limit;Although Being described in detail the present invention with reference to previous embodiment, it will be understood by those within the art that, it still may be used So that the technical scheme described in foregoing embodiments to be modified, or wherein portion of techniques feature is carried out equivalent; And these amendment or replace, do not make appropriate technical solution essence depart from various embodiments of the present invention technical scheme spirit and Scope.

Claims (2)

1. a construction enclosing structure, it is characterised in that it comprises the base (1) that can fix on the ground, this base (1) two ends are respectively arranged with the location bar (2) being provided with perpendicular clearance sliding fit, at the upper end face of described base (1) It is provided with one piece of baffle plate (3), near the two ends of described location bar (2), is respectively arranged with positioning seat (4), the upper peace of this positioning seat (4) Equipped with being rotationally connected the hound (5) coordinated with it, the both sides on described baffle plate (3) top offer respectively and are adjacent a skew back The chute (6) that strut (5) is corresponding, the other end of described hound (5) extends in chute (6), and described hound (5) is positioned at The both sides of chute (6) interior one end extend outward locating shaft (7) respectively, and the both sides of described chute (6) extend outward and position The locating slot (8) of axle (7) clearance sliding fit, the side of this locating slot (8) bottom is provided with for the insertion of locating shaft (7) gap Slot (9), is positioned between two location bars (2) of same one end and is provided with driving plate (10), described base (1) and baffle plate (3) Between by spring (11) be connected.
A kind of construction enclosing structure the most according to claim 1, it is characterised in that two on described location bar (2) It it is the setting of mutual staggered between individual positioning seat (4).
CN201610534729.6A 2016-06-29 2016-06-29 A kind of construction enclosing structure Expired - Fee Related CN106121364B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610534729.6A CN106121364B (en) 2016-06-29 2016-06-29 A kind of construction enclosing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610534729.6A CN106121364B (en) 2016-06-29 2016-06-29 A kind of construction enclosing structure

Publications (2)

Publication Number Publication Date
CN106121364A true CN106121364A (en) 2016-11-16
CN106121364B CN106121364B (en) 2018-07-20

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610534729.6A Expired - Fee Related CN106121364B (en) 2016-06-29 2016-06-29 A kind of construction enclosing structure

Country Status (1)

Country Link
CN (1) CN106121364B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316751A (en) * 2018-01-23 2018-07-24 温州大学瓯江学院 A kind of wind resistance enclosing holder
CN108360828A (en) * 2018-02-05 2018-08-03 北京城建八建设发展有限责任公司 Parapet provisional protection structure
CN110067439A (en) * 2018-01-24 2019-07-30 北新集团建材股份有限公司 A kind of enclosing mechanism
CN110241759A (en) * 2019-06-25 2019-09-17 长沙理工大学 Road center median for construction enclosing suitable for harsher wind conditions
CN110725619A (en) * 2019-09-25 2020-01-24 惠州市第一建筑工程有限公司 Fender is enclosed in construction convenient to dismantle
CN115573617A (en) * 2022-11-21 2023-01-06 兰州石化职业技术大学 Building engineering safety protection equipment

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US731320A (en) * 1902-10-09 1903-06-16 Joseph Pettus Newell Sand-guard for railroad-tracks.
US2147496A (en) * 1937-10-02 1939-02-14 August W Nelson Brace for fence posts
CN201133117Y (en) * 2007-11-28 2008-10-15 岳朝晖 Light wind-retardant wall
CN201512750U (en) * 2009-10-24 2010-06-23 成都峻峰科技开发有限公司 Anti-dust layered self-cleaning type rod wind-shield wall
CN204186143U (en) * 2014-10-31 2015-03-04 山东三箭建设工程管理有限公司 A kind of peripheral provisional protection color steel
CN104847164A (en) * 2015-04-02 2015-08-19 黄思颖 Typhoon prevention device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US731320A (en) * 1902-10-09 1903-06-16 Joseph Pettus Newell Sand-guard for railroad-tracks.
US2147496A (en) * 1937-10-02 1939-02-14 August W Nelson Brace for fence posts
CN201133117Y (en) * 2007-11-28 2008-10-15 岳朝晖 Light wind-retardant wall
CN201512750U (en) * 2009-10-24 2010-06-23 成都峻峰科技开发有限公司 Anti-dust layered self-cleaning type rod wind-shield wall
CN204186143U (en) * 2014-10-31 2015-03-04 山东三箭建设工程管理有限公司 A kind of peripheral provisional protection color steel
CN104847164A (en) * 2015-04-02 2015-08-19 黄思颖 Typhoon prevention device

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316751A (en) * 2018-01-23 2018-07-24 温州大学瓯江学院 A kind of wind resistance enclosing holder
CN108316751B (en) * 2018-01-23 2019-09-20 温州大学瓯江学院 A kind of wind resistance enclosing bracket
CN110067439A (en) * 2018-01-24 2019-07-30 北新集团建材股份有限公司 A kind of enclosing mechanism
CN108360828A (en) * 2018-02-05 2018-08-03 北京城建八建设发展有限责任公司 Parapet provisional protection structure
CN110241759A (en) * 2019-06-25 2019-09-17 长沙理工大学 Road center median for construction enclosing suitable for harsher wind conditions
CN110241759B (en) * 2019-06-25 2021-03-16 长沙理工大学 Road central separation zone construction enclosure suitable for strong wind environment
CN110725619A (en) * 2019-09-25 2020-01-24 惠州市第一建筑工程有限公司 Fender is enclosed in construction convenient to dismantle
CN110725619B (en) * 2019-09-25 2020-11-20 惠州市第一建筑工程有限公司 Fender is enclosed in construction convenient to dismantle
CN115573617A (en) * 2022-11-21 2023-01-06 兰州石化职业技术大学 Building engineering safety protection equipment

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C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20210316

Address after: 200083 water circuit 180, Hongkou District, Shanghai

Patentee after: SHANGHAI GREENLAND CONSTRUCTION GROUP Co.,Ltd.

Patentee after: SHANGHAI GREENLAND CONSTRUCTION DESIGN RESEARCH INSTITUTE Co.,Ltd.

Address before: 200083 No. 500 West Bay Road, Shanghai

Patentee before: SHANGHAI GREENLAND CONSTRUCTION GROUP 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: 20180720

Termination date: 20210629