CN206053392U - Super High faces side and encorbelments hard protection structure - Google Patents

Super High faces side and encorbelments hard protection structure Download PDF

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Publication number
CN206053392U
CN206053392U CN201621063787.7U CN201621063787U CN206053392U CN 206053392 U CN206053392 U CN 206053392U CN 201621063787 U CN201621063787 U CN 201621063787U CN 206053392 U CN206053392 U CN 206053392U
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CN
China
Prior art keywords
draconis
encorbelmenting
faces
protection structure
super high
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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
CN201621063787.7U
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Chinese (zh)
Inventor
于海申
亓立刚
刘鹏
唐祖锡
杨晨
肖大伟
王丙泽
李享
牛立舒
杨明龙
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Priority to CN201621063787.7U priority Critical patent/CN206053392U/en
Application granted granted Critical
Publication of CN206053392U publication Critical patent/CN206053392U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This utility model employs a kind of Super High and faces side encorbelments hard protection structure, encorbelments Os Draconis with one in the safeguard structure, and the Os Draconis of encorbelmenting are horizontally fixed on horizontal floor by crab-bolt, and encorbelment Os Draconis by way of suspension ring with upper strata floor drawknot.A steel sheet baffles are fixed with the Os Draconis of encorbelmenting;One is fixed with one side end of the Os Draconis of encorbelmenting and faces frontier defense shield crossbeam, and this faces and is fixed with one and faces bound defence rail with Os Draconis side end corresponding position of encorbelmenting on frontier defense shield crossbeam, this faces.Encorbelmenting, it is middle for steel plate be equipped with Os Draconis, surrounding is the protective unit plate of shaped steel welding, the both sides shaped steel of the protective unit plate abuts steel sheet baffles, and the protective unit plate is connected with facing the frontier defense side shaped steel that abuts of shield crossbeam and facing frontier defense with this and protect beam welding, protective unit plate is prevented to moving around.The hard protection that Super High faces side is achieved in, the potential safety hazard that Super High falls thing is farthest solved.

Description

Super High faces side and encorbelments hard protection structure
Technical field
This utility model is related to one kind and faces frontier defense protection structure, it is espespecially a kind of for high-rise building face side encorbelment hard prevent Protection structure.
Background technology
Now with the rapid construction of high-rise building, the problem for being related to personal safety in engineering construction is also more and more, Especially Super High faces the problem of side safety, and the then construction of safeguard structure becomes more important.Incipient stage is mainly building Building structure edge is arranged and faces frontier defense shield, but when superstructure structure construction, construction equipment and construction material are possible to meaning Fall outward, therefore security impairments can be caused to substrustion structure operating personnel, will subsequently face frontier defense shield and be improved in building knot Structure edge extends setting at certain limit and faces side security protection, and the frontier defense protection structure that faces after improvement is reduced to a certain extent Upper strata pendant thing causes the probability that personnel injure.Generally face frontier defense protection structure using Dense mesh screen etc. is soft at this stage, it is this soft to face Frontier defense protection structure can withstand some small-sized pendant things, but the quality for falling thing when upper strata is larger or during hardness is bigger, such as mixed Solidifying soil block etc., the above-mentioned soft frontier defense protection structure that faces are possible to bear incessantly, so as to cause operating personnel to come to harm.Therefore having must A kind of hard protection structure is adopted, at utmost Shangdi solves the potential safety hazard that Super High pendant thing is caused.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of Super High and faces side hard protection structure, at utmost Reduce personnel's injury that falling object from high altitude is caused in ground.
To overcome above-mentioned technical problem, this utility model employs a kind of Super High and faces side encorbelments hard protection structure, should There are in safeguard structure horizontal floor and Os Draconis of encorbelmenting, the Os Draconis of encorbelmenting are horizontally fixed on horizontal floor by crab-bolt;This hangs Choose and face frontier defense shield crossbeam, this faces on frontier defense shield crossbeam and Os Draconis side end corresponding position of encorbelmenting It is vertically fixed and faces bound defence rail;Encorbelment and protective unit plate made by steel plate is equipped with Os Draconis, and the steel plate can be Checkered steel plate.
This utility model Super High faces side and encorbelments being improved by of hard protection structure, and this encorbelments Os Draconis for I-steel, just In the fixation for facing frontier defense shield crossbeam.
This utility model Super High faces side and encorbelments further improvement is that of hard protection structure, in the middle of the protective unit plate Using steel plate, surrounding is welded using shaped steel, and its light plate is weldingly fixed on the shaped steel of surrounding.
This utility model Super High faces side and encorbelments further improvement is that of hard protection structure, fixed on the Os Draconis of encorbelmenting There are steel sheet baffles, the steel sheet baffles prevent protective unit plate in the vertical of Os Draconis of encorbelmenting against the both sides shaped steel of protective unit plate Side moves up.
This utility model Super High faces side and encorbelments further improvement is that of hard protection structure, faces frontier defense shield crossbeam and leans on The side shaped steel of the nearly protective unit plate for facing frontier defense shield crossbeam is welded to connect, and prevents protective unit plate along Os Draconis of encorbelmenting Move in direction.
This utility model Super High faces side and encorbelments further improvement is that of hard protection structure, this faces between bound defence rail Be erected with steel wire, and a square steel tube or type are fixed with the side end that to face bound defence rail relative with the shield crossbeam that faces frontier defense Steel, for fixing steel wire.
Description of the drawings
Fig. 1 be this utility model hard protection structure encorbelment keel installation positioning schematic top plan view;
Fig. 2 be this utility model hard protection structure encorbelment keel installation positioning side elevational cross-section schematic diagram;
Fig. 3 is that the elevational schematic view of bound defence rail is faced in this utility model hard protection structure Os Draconis outer end of encorbelmenting;
Fig. 4 is that this utility model hard protection structure is encorbelmented the schematic side view of Os Draconis and superstructure girder steel drawknot;
Schematic diagrams of the Fig. 5 for this utility model hard protection structural shielding cell board;
Fig. 6 is that this utility model hard protection structure is encorbelmented the schematic top plan view of protective unit plate on Os Draconis;
Fig. 7 is that this utility model hard protection structure is encorbelmented the elevational schematic view of protective unit plate on Os Draconis;
Fig. 8 be this utility model hard protection structure encorbelment Os Draconis outer end protection elevational schematic view;
Embodiment schematic top plan views of the Fig. 9 for this utility model hard protection structure.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail to this utility model.
As shown in Figure 1 to Figure 3, this utility model Super High faces side and encorbelments and encorbelment Os Draconis 1 with one in hard protection structure, The Os Draconis 1 of encorbelmenting are fixed on horizontal floor 3 by crab-bolt 2, and are extended to the outside of horizontal floor along the edge of horizontal floor, its Middle crab-bolt 2 is a U-shaped reinforcing bar, during the U-shaped reinforcing bar two ends are down through the hole flushing (not shown) of horizontal floor 3, will be encorbelmented Os Draconis 1 are bound round between crab-bolt 2 and horizontal floor 3, are then twisted with nut 4 on the U-shaped reinforcing bar two ends by below horizontal floor 3 Tightly, Os Draconis 1 of thus encorbelmenting are fixed on horizontal floor 3.Steel sheet baffles 5 are fixed with the Os Draconis 1 of encorbelmenting, the Os Draconis 1 of encorbelmenting One is horizontally fixed with one side end and faces frontier defense shield crossbeam 6, and bound defence rail is faced in fixation for convenience, Os Draconis 1 of encorbelmenting are I-steel, it is shaped steel that this faces frontier defense shield crossbeam 6.This face frontier defense shield crossbeam 6 on be fixed with side end corresponding position of Os Draconis 1 of encorbelmenting One faces bound defence rail 7.
As shown in figure 4, Os Draconis 1 of encorbelmenting adopt suspension ring mode drawknot with upper strata knot floor 8.Encorbelmenting, Os Draconis 1 are close to face frontier defense One U-shaped reinforcing bar suspension ring 9 are housed at the position of guard rail rod 7, a steel wire rope 10 is passed through from the U-shaped reinforcing bar suspension ring 9;In upper strata floor An I-steel 11 is fixed with 8 lower edge, the bottom of the I-steel 11 is fixed with a girder steel c-type suspension ring 12, steel wire rope 10 Both ends are respectively penetrated in the hole 121 and hole 124 of the girder steel c-type suspension ring 12.Thus, Os Draconis 1 of encorbelmenting pass through steel wire rope 10, U Steel bar suspension ring 9 and girder steel c-type suspension ring 12 and 8 drawknot of upper strata floor.Protective unit plate 15 is equipped with the Os Draconis 1 of encorbelmenting.
As shown in figure 5, protective unit plate 15 adopts centre for steel plate 151, surrounding is the structure that shaped steel 152 is welded to connect, Its light plate 151 is weldingly fixed on the shaped steel 152 of surrounding, and the steel plate 151 can be checkered steel plate, is slided when preventing workman from installing Produce unexpected.
As shown in fig. 6, protective unit plate is equipped between Os Draconis 1 from 3 edge of horizontal floor encorbelmenting of continuing to stretch out 15, and the protective unit plate 15 against face frontier defense shield crossbeam 6 side shaped steel 152 with this face frontier defense protect crossbeam 6 be welded to connect, i.e., Os Draconis 1 of encorbelmenting face frontier defense shield crossbeam 6 with this against the protective unit plate 15 faced on frontier defense shield 6 one side end of crossbeam and are fixedly connected, So as to prevent protective unit plate 15 from moving along the direction of Os Draconis 1 of encorbelmenting.With reference to Fig. 7, protective unit plate 15 is located at Os Draconis 1 of encorbelmenting On, and both sides shaped steel 152 parallel with 1 direction of Os Draconis of encorbelmenting in the protective unit plate 15 is against 1 upper steel plate of Os Draconis gear of encorbelmenting Plate 5, the steel sheet baffles 5 prevent protective unit plate 15 from moving along the direction vertical with Os Draconis 1 of encorbelmenting.Therefore, by steel sheet baffles 5 Protective unit plate 15 is prevented effectively to moving around with frontier defense shield crossbeam 6 is faced, it is ensured that the peace of this utility model hard protection structure Full performance.
As shown in figure 8, face that steel wire 19 is erected between bound defence rail 7, and i.e. should in the top of the steel wire 19 Face and on a side end of bound defence rail 7, be fixed with a square steel tube 20, for fixing steel wire, complete 1 outer end of Os Draconis of encorbelmenting Frontier defense of facing on vertical direction is protected, so as to realize the integral protection of this utility model hard protection structure.In addition, the square steel tube 20 Can also be replaced with shaped steel.
Foregoing description each several part is combined, and is illustrated in figure 9 this The floor map of utility model hard protection construction embodiment.The hard protection structure is middle for steel plate by adopting, Periphery is the protective unit plate of shaped steel welding, personnel's injury that upper strata pendant thing is caused when effectively preventing engineering construction.Compare at present Soft safeguard structure, this utility model hard protection structure not only can keep out the landing of small-sized pendant thing, and can keep out The such as body weight such as concrete is larger, and hardness is bigger falls the landing of thing, and the potential safety hazard of thing is fallen so as at utmost solve Super High.

Claims (8)

1. a kind of Super High faces side and encorbelments hard protection structure, and which is provided on a horizontal floor, it is characterised in that the superelevation Layer faces side hard protection structure of encorbelmenting and includes:
One encorbelments Os Draconis, and the keel level of encorbelmenting is fixed;
One crab-bolt, the Os Draconis of encorbelmenting are fixed on horizontal floor by the crab-bolt;
One faces frontier defense shield crossbeam, and this faces frontier defense shield crossbeam and is fixed on described encorbelmenting on one side end of Os Draconis;
One faces bound defence rail, and this faces bound defence rail and is vertically fixed on described face corresponding with described Os Draconis side end of encorbelmenting On frontier defense shield crossbeam;
One protective unit plate, the protective unit plate be laid on it is described encorbelment on Os Draconis, and the protective unit plate is made using steel plate.
2. face side according to the Super High described in claim 1 to encorbelment hard protection structure, it is characterised in that:The Os Draconis of encorbelmenting are I-steel.
3. face side according to the Super High described in claim 1 to encorbelment hard protection structure, it is characterised in that:It is described to encorbelment on Os Draconis It is fixed with steel sheet baffles.
4. face side according to the Super High described in claim 1 to encorbelment hard protection structure, it is characterised in that:The protective unit plate Centre adopts steel plate, and surrounding is welded using shaped steel, and the Interal fixation is on the shaped steel of the protective unit plate surrounding.
5. face side according to the Super High described in claim 4 to encorbelment hard protection structure, it is characterised in that:It is described to face frontier defense shield horizontal stroke Beam is welded to connect with the side shaped steel of the protective unit plate for facing frontier defense shield crossbeam near this.
6. face side according to the Super High described in claim 1 to encorbelment hard protection structure, it is characterised in that:It is described to face frontier defense guardrail Steel wire is erected between bar.
7. face side according to the Super High described in claim 1 to encorbelment hard protection structure, it is characterised in that:It is described to face frontier defense guardrail Bar with it is described face be fixed with a square steel tube or shaped steel on the frontier defense shield relative side end of crossbeam.
8. face side according to the Super High described in claim 1 or 4 to encorbelment hard protection structure, it is characterised in that:The protection is single Steel plate in the middle of first plate is checkered steel plate.
CN201621063787.7U 2016-09-19 2016-09-19 Super High faces side and encorbelments hard protection structure Expired - Fee Related CN206053392U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621063787.7U CN206053392U (en) 2016-09-19 2016-09-19 Super High faces side and encorbelments hard protection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621063787.7U CN206053392U (en) 2016-09-19 2016-09-19 Super High faces side and encorbelments hard protection structure

Publications (1)

Publication Number Publication Date
CN206053392U true CN206053392U (en) 2017-03-29

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108301631A (en) * 2018-03-27 2018-07-20 中铁十六局集团城市建设发展有限公司 A kind of horizontal hard protection system of integrated form floor edge
CN109469344A (en) * 2018-11-03 2019-03-15 上海建工建集团有限公司 The hard isolating and protecting platform of water preventing ability and its installation method are chosen outside a kind of floor
CN110439308A (en) * 2019-08-12 2019-11-12 上海宝冶集团南京建筑有限公司 A kind of multi-functional adjustable skyscraper preventing dropped material safety device of tool-type

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108301631A (en) * 2018-03-27 2018-07-20 中铁十六局集团城市建设发展有限公司 A kind of horizontal hard protection system of integrated form floor edge
CN109469344A (en) * 2018-11-03 2019-03-15 上海建工建集团有限公司 The hard isolating and protecting platform of water preventing ability and its installation method are chosen outside a kind of floor
CN110439308A (en) * 2019-08-12 2019-11-12 上海宝冶集团南京建筑有限公司 A kind of multi-functional adjustable skyscraper preventing dropped material safety device of tool-type
CN110439308B (en) * 2019-08-12 2024-02-09 上海宝冶集团南京建筑有限公司 Multi-functional adjustable high-rise building safety device that prevents weighing down thing of instrument formula

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170329

CF01 Termination of patent right due to non-payment of annual fee