CN204590553U - Semi-automaticly climb formula exterior wall safeguard structure - Google Patents

Semi-automaticly climb formula exterior wall safeguard structure Download PDF

Info

Publication number
CN204590553U
CN204590553U CN201420848972.1U CN201420848972U CN204590553U CN 204590553 U CN204590553 U CN 204590553U CN 201420848972 U CN201420848972 U CN 201420848972U CN 204590553 U CN204590553 U CN 204590553U
Authority
CN
China
Prior art keywords
stand
overcoat
bracing frame
fender bracket
exterior wall
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
CN201420848972.1U
Other languages
Chinese (zh)
Inventor
陈祖新
杨士珏
樊裕伟
陈伟
陈祖平
刘瑛
张周强
韦海军
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 Construction Industry Co., Ltd.
Original Assignee
LONGXIN 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 LONGXIN CONSTRUCTION GROUP CO Ltd filed Critical LONGXIN CONSTRUCTION GROUP CO Ltd
Priority to CN201420848972.1U priority Critical patent/CN204590553U/en
Application granted granted Critical
Publication of CN204590553U publication Critical patent/CN204590553U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Emergency Lowering Means (AREA)

Abstract

The utility model discloses and a kind of semi-automaticly climb formula exterior wall safeguard structure, belong to the realm of building construction.Comprise fender bracket and bracing frame, fender bracket is erected on bracing frame; Bracing frame at least comprises two by the interconnective hanger of connector; The side of hanger is provided with for the perforate fixing with main body, and the top of hanger is connected with fender bracket; Inside the stand that fender bracket comprises stand and multiple setting and overcoat orthogonal with stand, stand figure at bracing frame in outer, being connected with stand of overcoat, another side is connected with stand by some braces; Stand is higher than the overcoat on top, and the overcoat of bottom is fixedly connected with bracing frame; Protective screening is installed in stand.The utility model can be built rapidly and form exterior wall integral protection structure, meets simple alien invasion construction demand; It is installed and conveniently moving, avoids removing, and substantially increases efficiency of construction, reduces building costs.

Description

Semi-automaticly climb formula exterior wall safeguard structure
Technical field
The utility model relates to a kind of external wall safeguard structure, and being specifically that one is semi-automatic climbs formula exterior wall safeguard structure, belongs to the realm of building construction.
Background technology
In recent years, building PC structural system obtains extensive utilization in building construction process, in PC structural system, precast facade link plate adopts clear-water concrete usually, its alien invasion does not need to whitewash, at the scene in work progress, operating personnel is relatively little to the probability of alien invasion operation, but can not stop alien invasion operation completely.Because alien invasion difficulty of construction is large, dangerous high, in work progress, usually to build traditional suspension scaffold or console mode scaffold, with satisfied construction and security needs.Existing suspension scaffold or console mode scaffold build process are complicated, build and the dismounting cycle long, need a large amount of materials and cost of labor, the rapid construction requirement of PC structural system cannot be met, and cause the unnecessary wasting of resources.Particularly in high-building construction process, scaffold is built and moves more difficult, seriously constrains construction progress, increases building costs expenditure.
Utility model content
Technical problem to be solved in the utility model is to overcome prior art defect, provide a kind of with low cost, build convenient and formula exterior wall safeguard structure can be climbed by the semi-automatic of movement fast.
In order to solve the problems of the technologies described above, what the utility model provided semi-automaticly climbs formula exterior wall safeguard structure, and comprise fender bracket and bracing frame, described fender bracket is erected on bracing frame; Support frame as described above at least comprises two by the interconnective hanger of connector; The side of described hanger is provided with for the perforate fixing with building body, and the top of hanger is connected with fender bracket; Inside the stand that described fender bracket comprises stand and multiple setting and overcoat orthogonal with stand, described stand figure at bracing frame in outer, described overcoat while be connected with stand, another side is connected with stand by some braces, forms right-angled triangle braced structures; Described stand is higher than the overcoat on top, and the overcoat of bottom is fixedly connected with bracing frame; Protective screening is installed in described stand.
The beneficial effects of the utility model are: (1), be erected on bracing frame by fender bracket, and bracing frame is fixed by perforate and major structure of construction, can build rapidly, meet simple alien invasion construction demand; (2), the utility model exterior wall safeguard structure is transported to construction floor at ground rapid-assembling by crane gear and is fixed, without the need to traditional pin hand cradle complicated build process from the bottom to top, decrease the expenditure of material and cost of labor, reduce working strength and the accident Probability of a line constructor simultaneously; (3), in work progress easily exterior wall safeguard structure can be transported to specific construction area by crane gear as required, convenient and swift, substantially increase efficiency of construction; (4), the utility model structure is simple, all adopts conventional construction material to build, and take material less, avoid removing, decrease the generation of building waste.
One side of overcoat and stand hinged, another side is connected with stand removably by some braces.Adopt this kind of design can fold according to overcoat, reduce the space that it takies, to meet the needs as transition traffic requirements or storage.
The width of overcoat is less than the width of fender bracket, more can be convenient to movement and the installation of exterior wall safeguard structure.
Be provided with stiffener at tapping, bracing frame function body can be used to connect more firm, thus improve the safety factor of exterior wall safeguard structure.
Described stand is provided with foot guard plate, described foot guard plate and overcoat perpendicular, the lower edge of foot guard plate contacts with overcoat, can prevent power tool the falling from overcoat in personnel's operation process.
Overcoat lays scaffold floor, the intensity of overcoat can be improved, be convenient to operating personnel and stand.
Hanger is chamfer triangle; first right-angle side of described hanger is provided with perforate, and the second right-angle side of described hanger and fender bracket are connected, and arranges bracing piece in chamfer triangle; adopt this design in simplification structure and materials'use can be reduced simultaneously, improve bracing frame intensity.
Above-mentioned, fender bracket and bracing frame are multiple; Connected by connecting rod between described multiple fender bracket, multiple fender bracket junction adopts protective screening to close; Connecting rod is connected between described multiple bracing frame.Can define an overall safeguard structure in main body periphery like this, make the construction of alien invasion convenient, protection more comprehensively and safety, stops the generation of security incident.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure lateral view;
Fig. 2 is fender bracket structural representation in the utility model;
Fig. 3 is support frame structure schematic diagram in the utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figures 1 to 3, the utility model is semi-automatic climbs formula exterior wall safeguard structure, and comprise fender bracket and bracing frame, wherein fender bracket installing rack is located on bracing frame, and the length of fender bracket is greater than the length of bracing frame.Bracing frame comprises the identical chamfer triangle hanger 1 of two structures, and chamfer triangle hanger 1 adopts No. 12 channel-section steels to be welded.First right-angle side (i.e. longer right-angle side corresponding to hypotenuse) of hanger 1 has for high-strength bolt through perforate 3, high-strength bolt is fixed on the in-situ layer of building body, and high-strength bolt is screwed into nut through perforate 3 and realizes fixing of bracing frame and building body.The attached hard plastic pad 16 of note on the external surface of the first right-angle side, that fits when can ensure that bracing frame and building body are fixed is tightr.The surrounding of perforate 3 is provided with steel plate enhancement Layer 4, to improve bonding strength, prevents hanger 1 stress deformation, affects the use of bracing frame.In hanger 1, steel pipe 5 is strengthened in welding, strengthens steel pipe 5 and forms multiple triangular support structure in hanger 1 inside.Second right-angle side (i.e. the top of chamfer triangle hanger 1) of hanger 1 is connected with fender bracket.To be connected formation integrated support structure by two steel pipes 2 between the hypotenuse of two hangers.
Fender bracket comprises stand 6, upper overcoat 7 and lower overcoat 8, and upper overcoat 7, lower overcoat 8 are vertical with stand respectively arranges 6, and two overcoats are consistent with stand 6 length, all adopts square steel pipe to be welded; Interval between two overcoats is generally the height between upper and lower floor.The outside (i.e. the outer of the second right-angle side) of bracing frame is originated in stand 6, one side of upper overcoat 7 is connected with inside stand 6 by hinge 15, corresponding opposite side side weld connects multiple otic placode 14, otic placode 14 is connected with oblique steel pipe 8 one end by bolt and nut, oblique steel pipe 8 other end is connected with the otic placode 14 on correspondence position in stand 6 by bolt and nut, thus forms triangular support; Unload bolt and nut, oblique steel pipe 8 is removed, upper overcoat 7 can be folded, so that transport, transition or preservation.One side of lower overcoat 8 is fixedly connected with the bottom of stand 6, corresponding opposite side side weld connects multiple otic placode 14, otic placode 14 is connected with oblique steel pipe 8 one end by bolt and nut, and oblique steel pipe 8 other end is connected by the otic placode 14 that bolt and nut is corresponding with in stand 6, thus forms triangular support; Unload bolt and nut, oblique steel pipe 8 is removed, so that transport, transition or preservation.
Upper overcoat 7 and lower overcoat 8 lay stamped steel scaffold floor, the intensity of overcoat can be improved, be convenient to operating personnel and stand, carry out construction operation.
Be interconnected by bolt and nut between lower overcoat 8 and the second right-angle side of hanger 1, thus realize the connection between bracing frame and fender bracket; The width of fender bracket should be less than the width of bracing frame, usually at about 20cm, can more be convenient to like this install and move.
Stand 6 adopt pitch-row 3cm × 3cm gauze wire cloth 10 carry out integrally closed.The position be connected with upper overcoat 1 and lower anti-layer 1 in stand 6 is provided with foot guard plate 11, the height of foot guard plate is 18cm, foot guard plate 11 is perpendicular with overcoat, and the lower edge of foot guard plate 11 contacts with overcoat, and foot guard plate 11 can prevent operation small instruments and tools in operation process from dropping through gauze wire cloth 10.
In order to the construction needs of satisfied different engineering, in practice of construction process, need multiple above-mentioned semi-automatic formula exterior wall safeguard structure of climbing to connect, form integral protection structure.In erection process, three steel pipes between mutual each Pin bracing frame, are adopted to be interconnected reinforcing; Between each Pin fender bracket, junction adopts close order safety net to close, to prevent falling from high altitude.Meanwhile, the semi-automatic below climbing formula exterior wall safeguard structure arranges horizontal blanket net, to improve protecting factor further.
The utility model is semi-automatic climbs the alien invasion protection that formula exterior wall safeguard structure is mainly used in PC structural system in construction, the semi-automatic formula exterior wall safeguard structure of climbing of every Pin allows at most 3 people to operate simultaneously, when using construction, horizontal protective net should be set up by the requirement of existing national regulation half its dynamic climbing below formula exterior wall safeguard structure.
Semi-automatic climb formula exterior wall safeguard structure installation and lifting process as follows:
Installation process: pre-buriedly in advance when PC superposed beam, precast facade link plate make in factory establish high-strength bolt box out sleeve pipe, build concrete strength normal temperature when superimposed in-situ layer and reach 7.5MPa, after reaching 10MPa winter, 8.8 grades of diameter 27 high-strength bolts are fixed on in-situ layer; Bracing frame crane gear is transported to installation site, bracing frame is inserted and the high-strength bolt on in-situ layer is screwed into nut is fixed; Fender bracket is transported to the top of bracing frame, then the overcoat of fender bracket lower end is connected and fixed by bolt and nut and bracing frame, after on overcoat, lay scaffold; Between adjacent bracing frame, adopt steel pipe to connect; The termination of overcoat, body of wall external corner place, adjacent between the close order safety net in overcoat gap seal; Carry out load experiment, can come into operation after security inspection.
Lifting process: the intensity intending concrete on the body of wall of installation site when safeguard structure reaches 7.5MPa, when winter reaches 10MPa, is inserted by high-strength bolt in the in-situ layer of upper strata, adjusts bolt and go out wall distance, prepares hanger; Remove the joint steel pipe between adjacent two sections of support bodys, wire rope symmetry is fastened 2 points of bracing frame, unclamp the hold-down nut on bracing frame, slowly rise to upper strata, ensure that the perforate of bracing frame hangs on the high-strength bolt of upper strata simultaneously; In lifting process about safeguard structure and upper and lower two side-line four roads keep the cable rope of balance, operating personnel stand in floor left-hand seat and drag cable rope coordinated balance, and safeguard structure is suspended to and draws up on the high-strength bolt of position by auxiliary tower crane; After safeguard structure is in place, be screwed into nut, after nut is all fastening, unclamp crane hook; Before using, conscientiously check whether safeguard structure inside connecting rod part loosens, and with short steel pipes, adjacent safeguard structure is connected into entirety; Carry out load experiment, can come into operation after security inspection.
The above is only preferred embodiment of the present utility model; should be understood that; for those skilled in the art, can also make some improvement under the prerequisite not departing from the utility model principle, these improvement also should be considered as protection domain of the present utility model.

Claims (8)

1. semi-automaticly climb a formula exterior wall safeguard structure, it is characterized in that: comprise fender bracket and bracing frame, described fender bracket installing rack is located on bracing frame; Support frame as described above at least comprises two by the interconnective hanger of connector; The side of described hanger is provided with for the perforate fixing with building body, and the top of hanger is connected with fender bracket; Described fender bracket comprises stand and multiple upper and lower spaced overcoat, and overcoat and stand are mutually vertical; Described stand is located at the outside of bracing frame; One side of described overcoat is connected with inside stand, and another corresponding side is connected with inside stand by some braces, forms triangular structure; Described stand is higher than the overcoat on top, and the overcoat of bottom is connected with bracing frame; Set up defences protecting wire net in described stand upper berth.
2. according to claim 1ly semi-automaticly climb formula exterior wall safeguard structure, it is characterized in that: a side of described overcoat and stand hinged, another side is connected with stand removably by some braces.
3. according to claim 2ly semi-automaticly climb formula exterior wall safeguard structure, it is characterized in that: the width of described overcoat is less than the width of fender bracket.
4. according to claim 3ly semi-automaticly climb formula exterior wall safeguard structure, it is characterized in that: described tapping is provided with stiffener.
5. according to claim 4ly semi-automaticly climb formula exterior wall safeguard structure, it is characterized in that: described stand is provided with foot guard plate, described foot guard plate and overcoat perpendicular, the lower edge of foot guard plate contacts with overcoat.
6. according to claim 5ly semi-automaticly climb formula exterior wall safeguard structure, it is characterized in that: described overcoat lays scaffold floor.
7. according to claim 6ly semi-automaticly climb formula exterior wall safeguard structure; it is characterized in that: described hanger is chamfer triangle; first right-angle side of described hanger is provided with perforate, and the second right-angle side of described hanger and fender bracket are connected, and arranges bracing piece in chamfer triangle.
8. semi-automatic according to any one of claim 1 to 7 climbs formula exterior wall safeguard structure, it is characterized in that: described fender bracket and bracing frame are multiple; Connected by connecting rod between described multiple fender bracket, multiple fender bracket junction adopts protective screening to close; Connecting rod is connected between described multiple bracing frame.
CN201420848972.1U 2014-12-29 2014-12-29 Semi-automaticly climb formula exterior wall safeguard structure Expired - Fee Related CN204590553U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420848972.1U CN204590553U (en) 2014-12-29 2014-12-29 Semi-automaticly climb formula exterior wall safeguard structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420848972.1U CN204590553U (en) 2014-12-29 2014-12-29 Semi-automaticly climb formula exterior wall safeguard structure

Publications (1)

Publication Number Publication Date
CN204590553U true CN204590553U (en) 2015-08-26

Family

ID=53926719

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420848972.1U Expired - Fee Related CN204590553U (en) 2014-12-29 2014-12-29 Semi-automaticly climb formula exterior wall safeguard structure

Country Status (1)

Country Link
CN (1) CN204590553U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104533070A (en) * 2014-12-29 2015-04-22 龙信建设集团有限公司 Semi-automatic climbing type outer wall protection structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104533070A (en) * 2014-12-29 2015-04-22 龙信建设集团有限公司 Semi-automatic climbing type outer wall protection structure

Similar Documents

Publication Publication Date Title
CN105672678A (en) Method for mounting overall steel protective shed cantilever frame
CN204311719U (en) External hanging type scaffold
CN204126230U (en) Assembly scaffold unit
CN107100187B (en) Tower crane steel girder erection structure and installation method
CN201598820U (en) Single point suspension external hanging bracket
CN205224567U (en) Collapsible foldable elevartor shaft construction platform
CN103422668A (en) Construction method of super-thick large-slope shear wall and hydraulic self-jacking inclined creeping framework thereof
CN102168484B (en) External hanging scaffold and application method thereof
CN104291222B (en) The inner hard protection of a kind of high-rise building Core Walls Structure hangs integrated system with row
CN204434116U (en) A kind of hanging device for interior courtyard lifting pipeline
CN204590553U (en) Semi-automaticly climb formula exterior wall safeguard structure
CN203452375U (en) Hydraulic self-jacking oblique creeping formwork
CN202866261U (en) Operation hanging rack for civil construction
CN205369229U (en) But walking hoisting frame suitable for manual hole digging pile steel reinforcement cage is laid
CN205171979U (en) Integrated form all steel lift platform
CN203499259U (en) Tool type cantilevered unloading platform
CN104533070A (en) Semi-automatic climbing type outer wall protection structure
CN104612412B (en) A kind of construction method of steel construction escape way
CN208071235U (en) A kind of bearing and lifting system of steel truss frame integral hoisting
CN207296361U (en) A kind of regularization assembled overhanging protection canopy
CN203654754U (en) Double-layered overhanging type discharging platform
CN206158146U (en) Novel building section of thick bamboo well construction operation platform
CN201943350U (en) Supporting steel frame for die holder of high-altitude large span overhanging structure
CN211037760U (en) Novel instrument formula elevartor shaft construction operation platform
CN204715720U (en) The attachment supporting arrangement of the attachment type raise scaffold outside the building section of receipts within the walls

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20160215

Address after: Binjiang street Jinjiang road 226100 Jiangsu Haimen city of Nantong province No. 88 in 4.

Patentee after: Jiangsu Construction Industry Co., Ltd.

Address before: 226102 Jiangsu city of Nanjing Province Haimen Mizue Road No. 318

Patentee before: Longxin Construction Group Co., Ltd.

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

Granted publication date: 20150826

Termination date: 20201229

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