CN203514834U - Multi-layer anti-falling structure system - Google Patents

Multi-layer anti-falling structure system Download PDF

Info

Publication number
CN203514834U
CN203514834U CN201320505410.2U CN201320505410U CN203514834U CN 203514834 U CN203514834 U CN 203514834U CN 201320505410 U CN201320505410 U CN 201320505410U CN 203514834 U CN203514834 U CN 203514834U
Authority
CN
China
Prior art keywords
vertical support
support bar
hole
earth plate
layer
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 - Lifetime
Application number
CN201320505410.2U
Other languages
Chinese (zh)
Inventor
黄正荣
周雪梅
李正群
汤黎果
何惠
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.)
CHONGQING CONSTRUCTION NINTH ENGINEERING Co Ltd
Chongqing Construction Engineering Group Co Ltd
Original Assignee
CHONGQING CONSTRUCTION NINTH ENGINEERING Co Ltd
Chongqing Construction Engineering 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 CHONGQING CONSTRUCTION NINTH ENGINEERING Co Ltd, Chongqing Construction Engineering Group Co Ltd filed Critical CHONGQING CONSTRUCTION NINTH ENGINEERING Co Ltd
Priority to CN201320505410.2U priority Critical patent/CN203514834U/en
Application granted granted Critical
Publication of CN203514834U publication Critical patent/CN203514834U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Abstract

The utility model discloses an anti-falling system, and particularly relates to a multi-layer anti-falling structure system. The multi-layer anti-falling structure system comprises a reinforced concrete plate, wherein the reinforced concrete plate is provided with a plurality of hole openings and comprises a first layer concrete plate and a second layer concrete plate located above the first layer concrete plate. The system further comprises a plurality of bearing blocks with flanges, and the flanges are matched with the hole openings to achieve stable connection. Transverse supporting blocks are arranged on the corresponding hole openings where the second layer concrete plate is arranged; the bottom ends of perpendicular supporting rods are detachably fixed to the corresponding bearing blocks and extend upwards to penetrate through the corresponding hole openings where the second layer concrete plate is arranged, and meanwhile the bottom ends of the perpendicular supporting rods are fixed to the corresponding hole openings where the second layer concrete plate is arranged through the transverse supporting blocks; a flexible supporting line is connected with every two adjacent perpendicular supporting rods and extends between the two adjacent perpendicular supporting rods. The multi-layer anti-falling structure system adopting the technical scheme has the advantages of being convenient to disassemble and assemble, high in construction efficiency, good in anti-falling effect, high in adaptability and capable of being reused and saving construction cost.

Description

Multilayer anti-falling structure system
Technical field
The utility model relates to a kind of anti-drop system, is specifically related to a kind of multilayer anti-falling structure system.
Background technology
In the realm of building construction, anti-drop system is varied, in the process of construction, the anti-fall demand of sandwich construction building is also highlighted to some extent, such as the construction to multistory reinforced mixed earth plate or multi-layer floor structure, to anti-fall in building construction process, need to reach anti-fall object of falling with restriction simultaneously.
Because anti-drop system is the equipment that peripheral hardware ensures construction safety, therefore whether the dismounting of anti-drop system is convenient is also anti-drop system to be made improvements to the problem of required consideration, and its disassembly process of traditional anti-drop system is comparatively complicated, the waste plenty of time, affect efficiency of construction; Moreover due to traditional anti-drop system, only single employing is anti-fall or the mode that restriction is fallen, anti-fall weak effect; Finally, due to the diversity of building structure, for different buildings, its anti-drop system need possess higher compliance, and its structure of traditional anti-drop system is difficult for adjusting, and matching degree is not high, can not reuse, and construction cost increases.
Utility model content
The technical problems to be solved in the utility model is to provide that a kind of dismounting is convenient, and efficiency of construction is high, and anti-fall effective and strong adaptability, can reuse, and saves the multilayer anti-falling structure system of construction cost.
In order to solve the problems of the technologies described above, the utility model provides multilayer anti-falling structure system, comprise that reinforcing bar mixes earth plate, wherein, the mixed earth plate of described reinforcing bar has a plurality of holes, and the mixed earth plate of described reinforcing bar comprises the mixed earth plate of first floor and is positioned at the mixed earth plate of the second layer of the mixed earth plate of described first floor top; Also comprise a plurality of bearing blocks, described bearing block has the flange that diameter is greater than described hole diameter, and this flange coordinates to realize with described hole and is firmly connected; Further comprise cross binding piece, described cross binding piece is located at the set corresponding hole of the mixed earth plate of the described second layer; Further comprise vertical support bar, the bottom of described vertical support bar is dismountable is fixed on corresponding bearing block, and extends up through the set corresponding hole of the mixed earth plate of the described second layer and by described cross binding piece, be fixed in the set corresponding hole of the mixed earth plate of the described second layer simultaneously; Further comprise flexible support line, described flexible support line is connected and extends between the two with adjacent two described vertical support bar.
Adopt the multilayer anti-falling structure system of technique scheme to have following advantage: 1, owing to being equipped with hole on multistory reinforced mixed earth plate, vertical support bar is mixed firm connection the between earth plate by this hole and in conjunction with bearing block and the realization of cross binding piece with reinforcing bar, whole connected mode all adopts detachable mode, therefore dismounting is convenient, save the engineering time, efficiency of construction is high; 2, because flexible support line has comprised anti-fall guardrail and lifeline simultaneously, therefore can reach anti-fall object of falling with restriction, anti-fall protection is higher, therefore anti-fall effective; 3, because vertical support bar is all to adopt the mode of splicing by sleeve, the vertical support bar on two same axis to be connected, to the height of vertical support bar, can make adjustment according to different demands, simultaneously, the length of flexible support line also can be made adjustment according to demand, therefore this anti-drop system has good applicability, and can reuse, reduce construction cost.
As preferred version, consider that vertical support bar is connected with the firm of described flexible support line, also comprise securing member, described vertical support bar is provided with a plurality of for the hole of described securing member is installed, and described securing member is located at respectively the two ends of described flexible support line and is connected with described vertical support bar.
As preferred version, consider the firm connection between two vertical support bar on same axis, also comprise for connecting the sleeve pipe of two vertical support bar one end.
As preferred version, consider the controllability of flexible support line, also comprise for connecting the tension adjustment mechanism of described flexible support line and described securing member.
As preferred version, in order to realize anti-fall and the restriction object of falling simultaneously, described flexible support line comprises anti-fall guardrail and for stoping the lifeline of whereabouts.
As preferred version, consider the compactness that bearing block is connected with vertical support bar, described bearing block comprises from the upwardly extending tube connector of described flange, the installation of the shape and size of described tube connector and its lower end of described vertical support bar matches.
As preferred version, consider that vertical support bar is connected with the firm of tube connector, described tube connector is provided with first floor through hole, the bottom of described vertical support bar is provided with second layer through hole, and realize and being connected of described tube connector by first floor through hole described in bolt-through and the described second layer through hole bottom of described vertical support bar.
As preferred version, consider that cross binding piece is connected with the firm of vertical support bar, described cross binding piece is provided with and can allows hole, center that described vertical support bar runs through and the flange of realizing described vertical support bar and being firmly connected with described mixed earth plate, and the diameter of described flange is greater than the diameter at hole set on described mixed earth plate.
Accompanying drawing explanation
Fig. 1 is the partial structurtes schematic diagram of the utility model embodiment multilayer anti-falling structure system;
Fig. 2 is the structural representation of a kind of embodiment of the utility model embodiment multilayer anti-falling structure system;
Fig. 3 is the structural representation connecting between two adjacent vertical support bar of the utility model embodiment multilayer anti-falling structure system;
Fig. 4 is the structural representation at the hole of the utility model embodiment multilayer anti-falling structure system;
Fig. 5 is that the A-A of Fig. 4 is to sectional view;
Fig. 6 is the structural representation of the tube connector of the utility model embodiment multilayer anti-falling structure system;
Fig. 7 is that the B-B of Fig. 6 is to sectional view.
Fig. 8 is the structural representation at the hole, center of the utility model embodiment multilayer anti-falling structure system;
Fig. 9 is that the C-C of Fig. 8 is to sectional view.
Wherein: reinforcing bar mixes earth plate 10; First floor mixes earth plate 11; The second layer mixes earth plate 12, hole 13, bearing block 20, flange 21, tube connector 22, first floor through hole 23, cross binding piece 30, back-up block flange 31, hole, center 32, vertical support bar 40, sleeve pipe 44, flexible support line 50, guardrail 51,52, securing member 60; Tension adjustment mechanism 70.
the specific embodiment
Below in conjunction with drawings and Examples, technical solutions of the utility model are further illustrated:
As shown in Figures 1 to 9, the utility model provides multilayer anti-falling structure system, comprises that reinforcing bar mixes earth plate 10, wherein, the mixed earth plate 10 of reinforcing bar has a plurality of holes 13, and the mixed earth plate 10 of reinforcing bar comprises the mixed earth plate 11 of first floor and is positioned at the mixed earth plate 12 of the second layer of the mixed earth plate of first floor 11 tops; Also comprise a plurality of bearing blocks 20, bearing block 20 has the flange 21 that diameter is greater than hole 13 diameters, and this flange 21 coordinates to realize with hole 13 and is firmly connected; Further comprise cross binding piece 30, cross binding piece 30 is located at the set corresponding hole 13 of the mixed earth plate 12 of the second layer; Further comprise vertical support bar 40, the dismountable corresponding bearing block 20 that is fixed in bottom of vertical support bar 40, and extend up through the set corresponding hole of the mixed earth plate 12 of the second layer 13 and by cross binding piece 30, be fixed in the set corresponding hole 13 of the mixed earth plate 12 of the second layer simultaneously, the bolt of detachably can selecting herein connects, the mode of clamping; Further comprise flexible support line 50, flexible support line 50 is connected and extends between the two with adjacent two vertical support bar 40.In addition, consider that vertical support bar 40 is connected with the firm of flexible support line 50, also comprise securing member 60, vertical support bar 40 is provided with a plurality of holes 13 for mounting fastener 60, and securing member 60 is located at respectively the two ends of flexible support line 50 and is connected with vertical support bar 40; Consider the firm connection between two vertical support bar 40 on same axis, also comprise for connecting the sleeve pipe 44 of two vertical support bar 40 one end; Consider the controllability of flexible support line 50, also comprise for connecting the tension adjustment mechanism 70 of flexible support line 50 and securing member 60; Consider and can realize anti-fall and the restriction object of falling simultaneously, flexible support line 50 comprises anti-fall guardrail 51,52 and for stoping the lifeline of whereabouts; Consider the compactness that bearing block 20 is connected with vertical support bar 40, bearing block 20 comprises that, from the upwardly extending tube connector 22 of flange 21, the installation of the shape and size of tube connector 22 and vertical support bar 40 its lower ends matches; Consider that vertical support bar 40 is connected with the firm of tube connector 22, tube connector 22 is provided with first floor through hole 23, the bottom of vertical support bar 40 is provided with second layer through hole, and the bottom of vertical support bar 40 is run through first floor through hole 23 and second layer through hole by bolt 80 and realized and being connected of tube connector 22; Consider that cross binding piece 30 is connected with the firm of vertical support bar 40, cross binding piece 30 is provided with and can allows hole, center 32 that vertical support bar 40 runs through and the back-up block flange 31 of realizing vertical support bar 40 and mixed earth plate 10 and being firmly connected, and the diameter of back-up block flange 31 is greater than the diameter that mixes hole 13 set on earth plate 10.
Mounting method: polylith bearing block 20 is installed on to the set corresponding hole 13 of the mixed earth plate 11 of first floor, vertical support bar 40 is installed afterwards, the bottom of vertical support bar 40 is fixed on to the set hole 13 of the mixed earth plate 11 of first floor and is fixed by the bearing block 20 of being located at this hole 13, fixedly the flange 21 of consequence pouring weight 20 mixes the edge clamping at the set hole 13 of earth plate 11 with first floor, and its tube connector 22 is socketed with the bottom of vertical support bar 40; Vertical support bar 40 extends up through the set corresponding hole 13 of the mixed earth plate 12 of the second layer afterwards, and be fixed by the cross binding piece 30 of being located at this hole 13, after fixing, the back-up block flange 31 of cross binding piece 30 is firmly connected with the edge clamping realization that the second layer mixes the set hole 13 of earth plate 12, adopts sleeve pipe 44 to connect between vertical support 40 bars on same axis; Subsequently, flexible support line 50 is connected between adjacent two vertical support bar 40 of horizontal direction, the two ends of flexible support line 50 connect respectively tension adjustment mechanism 70, afterwards this tension adjustment mechanism 70 be located at vertical support bar 40 on for being connected securing member 60 connections of flexible support line 50.
Above-described is only preferred embodiment of the present utility model; should be understood that; for a person skilled in the art; do not departing under the prerequisite of the utility model structure; can also make some distortion and improvement; these also should be considered as protection domain of the present utility model, and these can not affect effect and practical applicability that the utility model is implemented.

Claims (8)

1. a multilayer anti-falling structure system, comprise that reinforcing bar mixes earth plate, it is characterized in that: the mixed earth plate of described reinforcing bar has a plurality of holes, the mixed earth plate of described reinforcing bar comprises the mixed earth plate of first floor and is positioned at the mixed earth plate of the second layer of the mixed earth plate of described first floor top; Also comprise a plurality of bearing blocks, described bearing block has the flange that diameter is greater than described hole diameter, and this flange coordinates to realize with described hole and is firmly connected; Further comprise cross binding piece, described cross binding piece is located at the set corresponding hole of the mixed earth plate of the described second layer; Further comprise vertical support bar, the bottom of described vertical support bar is dismountable is fixed on corresponding bearing block, and extends up through the set corresponding hole of the mixed earth plate of the described second layer and by described cross binding piece, be fixed in the set corresponding hole of the mixed earth plate of the described second layer simultaneously; Further comprise flexible support line, described flexible support line is connected and extends between the two with adjacent two described vertical support bar.
2. multilayer anti-falling structure system according to claim 1, it is characterized in that: also comprise securing member, described vertical support bar is provided with a plurality of for the hole of described securing member is installed, and described securing member is located at respectively the two ends of described flexible support line and is connected with described vertical support bar.
3. multilayer anti-falling structure system according to claim 2, is characterized in that: also comprise for connecting the sleeve pipe of two vertical support bar one end.
4. multilayer anti-falling structure system according to claim 3, is characterized in that: also comprise for connecting the tension adjustment mechanism of described flexible support line and described securing member.
5. multilayer anti-falling structure system according to claim 4, is characterized in that: described flexible support line comprises anti-fall guardrail and for stoping the lifeline of whereabouts.
6. multilayer anti-falling structure system according to claim 1 or 5, is characterized in that: described bearing block comprises from the upwardly extending tube connector of described flange, and the installation of the shape and size of described tube connector and its lower end of described vertical support bar matches.
7. multilayer anti-falling structure system according to claim 6, it is characterized in that: described tube connector is provided with first floor through hole, the bottom of described vertical support bar is provided with second layer through hole, and realize and being connected of described tube connector by first floor through hole described in bolt-through and the described second layer through hole bottom of described vertical support bar.
8. multilayer anti-falling structure system according to claim 7, it is characterized in that: described cross binding piece is provided with and can allows hole, center that described vertical support bar runs through and the back-up block flange of realizing described vertical support bar and being firmly connected with described mixed earth plate, and the diameter of described back-up block flange is greater than the diameter at hole set on described mixed earth plate.
CN201320505410.2U 2013-08-19 2013-08-19 Multi-layer anti-falling structure system Expired - Lifetime CN203514834U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320505410.2U CN203514834U (en) 2013-08-19 2013-08-19 Multi-layer anti-falling structure system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320505410.2U CN203514834U (en) 2013-08-19 2013-08-19 Multi-layer anti-falling structure system

Publications (1)

Publication Number Publication Date
CN203514834U true CN203514834U (en) 2014-04-02

Family

ID=50373788

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320505410.2U Expired - Lifetime CN203514834U (en) 2013-08-19 2013-08-19 Multi-layer anti-falling structure system

Country Status (1)

Country Link
CN (1) CN203514834U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108675074A (en) * 2017-02-22 2018-10-19 泉州鲤城昀立防护设备有限公司 A kind of the vertical lift protective device and vertical lift of high safety

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108675074A (en) * 2017-02-22 2018-10-19 泉州鲤城昀立防护设备有限公司 A kind of the vertical lift protective device and vertical lift of high safety
CN108675074B (en) * 2017-02-22 2020-07-17 泉州鲤城昀立防护设备有限公司 Perpendicular elevator protector and perpendicular elevator that security is strong

Similar Documents

Publication Publication Date Title
CN203430059U (en) Temporary fixing device used for installing large-span steel structure roof primary truss
CN208415944U (en) The floor plates formwork system being set on girder steel lower flange
CN201762663U (en) Reinforced concrete superposed beam wing board support
CN106760634B (en) Movable house
CN109138431B (en) Super high-rise pump pipe bridge crossing device and construction method thereof
CN203514834U (en) Multi-layer anti-falling structure system
CN108412187B (en) Construction device and construction method for outer frame structure of ultra-high conjoined group tower
CN211470603U (en) Telescopic tower crane passageway
CN210888254U (en) Wireless mobile communication tower convenient to mount and dismount
CN202990407U (en) Quick-release scaffold
CN216038325U (en) Tower crane internal climbing frame fixing frame
CN115637810A (en) Large-space special-shaped honeycomb aluminum plate ceiling structure and construction method
CN204960324U (en) Suspension type floor formwork support device
CN103628692A (en) Floor beam mounting bracket and use and construction method thereof
CN203430006U (en) Quick disassembly and assembly cantilever bracket for building outer wall construction
CN210767926U (en) Safety protection platform
CN206205768U (en) Combined type hangs cat ladder
CN110318460B (en) Construction method of inverted-step-shaped special-shaped steel structure
CN218204533U (en) Supporting device for retaining wall construction
CN217897338U (en) Evaporate and press aerated concrete slab riser ware
CN220705115U (en) Outer protection frame strutting arrangement for building
CN218265122U (en) Fire control vestibule bottom sprag device
CN205224579U (en) Steel framework template and self -supporting truss board combination concrete quick detach system
CN212053705U (en) Corner external corner connecting piece of horizontal truss
CN209798506U (en) efficient mounting structure for bridge steel structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20140402