CN107338965A - The discharging of modularization ready-package and outer protection integrated system for assembled architecture - Google Patents
The discharging of modularization ready-package and outer protection integrated system for assembled architecture Download PDFInfo
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- CN107338965A CN107338965A CN201710748970.3A CN201710748970A CN107338965A CN 107338965 A CN107338965 A CN 107338965A CN 201710748970 A CN201710748970 A CN 201710748970A CN 107338965 A CN107338965 A CN 107338965A
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- screw rod
- steel platform
- support frame
- clamp nut
- exterior wall
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- 238000007599 discharging Methods 0.000 title claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 239000000463 material Substances 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 8
- 230000013011 mating Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 238000009435 building construction Methods 0.000 abstract description 3
- 238000013461 design Methods 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 7
- 230000001012 protector Effects 0.000 description 5
- 238000005520 cutting process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 238000005498 polishing Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 240000001439 Opuntia Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 230000018199 S phase Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 210000002683 foot Anatomy 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3219—Means supported by the building wall, e.g. security consoles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention belongs to technical field of building construction, and in particular to a kind of modularization ready-package discharging for assembled architecture and outer protection integrated system.The system includes steel platform；Outer wall body is provided with preformed hole on exterior wall at each Rotating fields floor；Socket screw rod to penetrate in preformed hole, and the equal screw thread at screw rod shaft that sockets at the nose end of preformed hole two is combined with clamp nut；Encorbelment a section both sides arrangement hanger, both pull ropes of connection are set between hanger and the loop-like end for socketing screw rod；The system also includes support frame, and mounting hole is arranged on support frame as described above, sockets screw rod and penetrates the mounting hole and support frame is compressed and is fixed at preformed hole by clamp nut；The pylon of the mesh screen tabular of safety protection function has been connected with the top of support frame.The system degree of modularity is high, safety in utilization is good, simple and efficient to handle and low manufacture cost, overall to be obviously improved practice of construction progress with building structure operation and with rise with drop.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to a kind of modularization ready-package for assembled architecture is unloaded
Material and outer protection integrated system.
Background technology
In recent years, as economic development, building trade are increasingly paid attention to energy resource consumption, environmental pollution；Assembled architecture
Possess environmental protection, the pollution for reducing site operation, the characteristics of efficiency of construction is high, can compared with the construction that house is completed in casual labourer's phase,
It is one of preferred embodiment of house construction of modernization.In building construction process, discharging platform and outer protector all must can not
It is few.Discharging platform is used for the transfer of material between layers, and the transport of building block, mortar etc. is realized in secondary structure construction
Job requirements.And outer protector is generally directly built as work high above the ground safety device by channel-section steel, steel pipe even bamboo pole by ground edge
Build exterior wall vertical to upwardly extend erection and form skeleton, then level covers one or more layers nylon and prevented outside designated layer structure floor
Protecting wire net, to realize the function of security protection.For now, generally using discharging platform and outer protector independent as two
Body exists and assembled, not only operate it is extremely cumbersome can't bear, while the above-mentioned skeleton of outer protector is dispersed throughout outside external wall, aobvious
The arm action of loop wheel machine is so influenced whether, and the lifting lifting to discharging platform and assembling have an impact therewith, seriously hinder
The progress of practice of construction.In addition, traditional discharging platform is generally made up of steel platform and steel wire rope；When in use, steel platform
Be fixed at understructure floor and it is cantilever-shaped extend outside balcony, meanwhile, steel platform is fixed in steel wire rope one end
Section of encorbelmenting and the steel wire rope other end is fixed at the anchor point of upper strata exterior wall, so as to realize the reliable fixing function of steel platform.
The defects of above-mentioned existing discharging platform structure, is：At present for the design of anchor point at upper strata, all using method of precoating, Ye Ji
Design part just turns around reinforcing bar in " Ω " shape and the two foots embedment of the reinforcing bar is outer within the walls.Put down successively carrying out discharging every time
During the assembling of platform, the affixed operation for the progress anchor point for not only needing to repeat, while also need to frequently to carry out anchor point affixed
The evaluation and test of reliability.More seriously, because reinforcing bar is directly cast in outside within the walls, cause after the completion of construction, such as
What, which carries out exterior wall finishing, turns into problem.The means of existing processing above mentioned problem are targetedly to increase reinforcing bar cutting action, namely
By manual operation bar cutter come the reinforcing bar cut off at exterior wall successively, so that wall surface levelling.But, on the one hand, it is
The connectivity between anchor point and lower floor's steel platform is realized, anchor point usually requires to be arranged in the window opening OR gate hole top cross-bar of exterior wall
Place so that reinforcing bar cuts off operation and operation danger be present.On the other hand, artificial cutting mode can not possibly make it that the section of reinforcing bar is complete
Complete concordant outer surface of wall, causes to have to be further added by polishing operation, so as to bring larger puzzlement to site operation personnel.
The content of the invention
The purpose of the present invention is to overcome above-mentioned the deficiencies in the prior art, there is provided a kind of rational in infrastructure and practical to be used to assemble
The modularization ready-package discharging of formula building and outer protection integrated system, its degree of modularity is high, safety in utilization is good, operation is simple
Just quick and low manufacture cost, integrally can also be with building while the original function of discharging platform and outer protector is had concurrently
Building structure operation and with rise with drop, so as to be obviously improved practice of construction progress.
To achieve the above object, present invention employs following technical scheme：
A kind of modularization ready-package discharging for assembled architecture and outer protection integrated system, including steel platform, institute
Structure floor upper face of the fixing end of steel platform along current layer is stated to be disposed to extend；The other end of steel platform is then extended with fixing end
The opposite direction in direction is stretched out outside the balcony of the Rotating fields floor so as to form the section of encorbelmenting for placing material；Its feature exists
In：Outer wall body is provided with preformed hole on exterior wall at each Rotating fields floor；The system includes being arranged in preformed hole
Interior anchor ring, the anchor ring include socketing screw rod, and described to socket screw profile in one end be loop-like screw thread rod-like structure；Draw
Screw rod is connect to penetrate in preformed hole, and the equal screw thread at screw rod shaft that sockets at the nose end of preformed hole two is combined with clamp nut, with
So that force is fixed at exterior wall twice clamp nut so as to socket screw rod in opposite directions in the axial direction；The symmetrical cloth in both sides for section of encorbelmenting
Hanger is put, both pull ropes of connection are set between hanger and the loop-like end for socketing screw rod；The system also includes support
Frame, mounting hole is arranged on support frame as described above, socket screw rod and penetrate the mounting hole and compress support frame and solid by clamp nut
At preformed hole；Be connected with the pylon of the mesh screen tabular of safety protection function at the top of support frame, pylon along vertical to
Extend upwardly to relative steel platform where layer last layer structure floor balcony at.
Preferably, support frame constructs for right-angle prismatic cylindrical frame type, faceted pebble difference structure where the twice straight flange of support frame
Into exterior wall binding face and pylon mating surface；Twice installation is disposed with exterior wall binding face along the rib length direction of support frame
Hole, and using the twice mounting hole as one group of installation unit, the installation unit be two groups and along vertical in exterior wall binding face
On sequentially arrange.
Preferably, using the clamp nut positioned at the loop-like end for socketing screw rod as the first clamp nut, positioned at socketing
The clamp nut of the direct rod shape end of screw rod is the second clamp nut；The anchor ring also includes being sheathed on socketing at screw rod shaft
The first pad and the second pad；First shim clip is located between support frame and the first clamp nut；Second pad
Piece is located between exterior wall and the second clamp nut；One section in the outside of the second clamp nut sockets in screw flight section also
Screw thread has been combined with the stop nut of mechanical locking functions.
Preferably, first pad and the second pad profile are in discoideus or square plate shape, the plate face face of the second pad
Plate face area of the product more than the first pad.
Preferably, to be symmetrically arranged in two hangers of section both sides of encorbelmenting as one group of hanger unit, the hanger unit is
Two groups and sequentially arranged along the bearing of trend of steel platform；To be relatively distant from one group of hanger unit of structure floor as the first hanger list
Member, and corresponding another group of hanger unit is the second hanger unit；First hanger unit is anchored in last layer by pull rope
At anchor ring at the exterior wall of structure floor, and the second hanger unit is anchored in by pull rope at the exterior wall of current layer structure floor
Anchor ring at.
Preferably, the bottom surface of the steel platform is inclined in what side height where lateralling secure end where section of encorbelmenting gradually reduced
Ramp structure, the both sides normal throw of steel platform is 150mm.
Preferably, a foot-abutment beam, the foot-abutment Liangping trade front layer structure floor are connected with the bottom surface of steel platform
The beam body of the outside metope and foot-abutment beam of locating balcony is horizontally disposed with；When being shelved with material in steel platform, the section of encorbelmenting of steel platform
Stress is pushed and so that foot-abutment beam face is resisted against at the outside metope of the balcony；When steel platform is in idle state, foot-abutment
Beam returns back to initial position so as to have fit clearance between the outside metope of above-mentioned balcony.
Preferably, place is folded with one piece of counterweight between the structure floor of the fixing end of the steel platform and steel platform place layer
Beam slab, the counterweight beam slab are held on structure floor and the affixed cooperation of bolt are formed between the fixing end.
Preferably, the pull rope is Ф 21.5mm steel wire rope, and the both ends of pull rope are fixed due to corresponding by restricting
Fixed position.
Preferably, pull rope and horizontal plane angle are 45~60 °.
The beneficial effects of the present invention are：
1), the invention provides a kind of construction material that has concurrently that can match with assembled arthitecutral structure construction to transport week
The Intergration system of rotating function and outer safeguard function.The system utilizes assembled architecture on the basis of steel platform is retained
The prefabricated characteristic of each module, so as to just design preformed hole on exterior wall in advance when exterior wall pours.Later stage is by assembling and in advance
Box out supporting dismountable anchor ring, and then form dismountable anchor point.Anchor of the anchor point one side as discharging platform
Solid point, construction material vertical transport needs are provided for assembled arthitecutral structure construction so as to coordinate steel platform.On the other hand, should
Anchor point is again cleverly as the attachment point and fixing point of support frame, it is achieved thereby that as last layer structure floor protection face
Pylon firm installation purpose.Due to above-mentioned anchor ring or even the detachability of whole system, not only make it that whole platform is equal
Overall with building structure operation can it be reused with drop, each anchor ring, steel platform or even pylon etc. with liter, not only cost
Lower, assembly and disassembly are also more convenient.Simultaneously, once anchor ring is removed, preformed hole is only left at exterior wall, so as to which the later stage will not be hampered
Finishing operation, its efficiency of construction can be obviously improved.
2), convergence piece of the support frame as the exterior wall and pylon at superstructure floor of linking understructure floor, should
Manufacture and design when based on gusseted system, to ensure the firmly installing property of pylon, and then lift its security protection effect
Fruit.And carry out pull rope it is affixed when, then the affixed mode of lower leaf should be followed, to lift the section of encorbelmenting of steel platform
Draw steadiness and functional reliability.
3) can be realized, as supporting existing anchor ring between preformed hole, during practical operation by various structures, such as using
The direct screw thread fixed connection mode of preformed hole and threaded rod, or arrange crotch or closed loop using T-shaped anchor pole and on the top of T-shaped anchor pole
So as to coordinate pull rope etc..As the further preferred scheme of such scheme, the system is selected and sockets screw rod tie spacer and spiral shell
Female make.During practical operation, pad and clamp nut are worn on screw rod is socketed first, and it is reserved to socket screw rod edge
Hole penetrates, then continues to wear pad and clamp nut successively in the screw tip for socketing screw rod, ultimately forms the clamping of two panels pad
The nose end of exterior wall preformed hole two, and twice clamp nut realizes the function that pad compresses, to ensure that anchor ring can with respect to the affixed of exterior wall
By property.Further, because the one end for socketing screw rod is closed-loop end, therefore the one-way stop of relative exterior wall can naturally be realized
Function；Stop nut is now arranged again in the top end for socketing screw rod, to ensure that the unidirectional of the clamp nut at the end is stopped
Kinetic force.The coordinated of clamp nut, then tightly clamping outer wall body.Necessarily it is primarily subjected to derive from view of anchor ring to lead
The outside pulling force of messenger, by the way that the plate face area of the second pad to be more than to the plate face area of the first pad, can effectively it ensure
While overall structure functional reliability, the production cost of the present invention also can be further reduced, and its assembling of Synchronous lifting is clever
Activity.
4), another emphasis structure as the present invention, present invention metope on the outside of balcony at the bottom surface of steel platform
And a horizontal foot-abutment beam is set.The setting of foot-abutment beam, play under assisting stress and sharing at steel platform when shelving material
The function of pressure, this can effectively avoid the section of encorbelmenting of steel platform directly by lower pressure and caused by pushing down balcony edge with all strength
Balcony scrapes damage situation, while is also beneficial to the stress for reducing pull rope, so as to lift the actual life of pull rope.And in reality
When border is designed, it is desirable to when section of encorbelmenting does not stress, coordinate tilting steel platform layout, whole steel platform can be caused in fixing end
Balcony edge is left under the Action of Gravity Field of counterweight beam slab, foot-abutment beam should also be as having spacing between metope on the outside of balcony, so as to keep away
Exempt from balcony when steel platform is left unused by extra scraping situation.When encorbelmenting section stress, one side steel platform is pushed and applied naturally
Power on the other hand then by the face adhibition of foot-abutment beam, and make it that a part of material pressure is undertaken by foot-abutment beam, enters to balcony
And make it that the safety in utilization of this platform can be obviously improved.
5), pull rope is Ф 21.5mm steel wire rope, and the both ends of pull rope schedule corresponding fixed bit by restricting to fix
Place is put, to ensure the affixed reliability of pull rope.Pull rope is 45~60 ° with horizontal plane angle, and the angle can effectively lift it
Affixed stability and reliability, the processing safety of whole platform can obtain further raising.And the setting of counterweight beam slab, then have
Effect avoid steel platform be directly fastened on structure floor so as to building in itself caused by structural failure；Simultaneously as
Equipped beam slab is directly rested on structure floor, thus can also coordinate foot-abutment beam come cooperative achievement steel platform encorbelment section upwarping under
Press work.In addition, when carrying out successively lifting steel platform every time, counterweight beam slab also can together lift with steel platform, without secondary
Assembling, while security can be also effectively ensured, the install convenient of whole platform obviously also can obtain further lifting.
Brief description of the drawings
Fig. 1 is the working state schematic representation of the present invention；
Fig. 2 is Fig. 1 I parts partial enlarged drawing；
The assembling schematic diagram of preformed hole at the relative exterior wall of anchor ring when Fig. 3 is without support frame；
Fig. 4 is the structure top view of steel platform.
The actual corresponding relation of each label of the present invention and component names is as follows：
A- structure floor b- exterior wall c- preformed holes
10- steel platforms 11- encorbelments section
11a- the first hanger unit 11b- the second hanger unit 11c- foot-abutment beams
20- anchor rings 21- sockets screw rod 22a- the first clamp nut the second clamp nuts of 22b-
23a- the first pad 23b- the second pad 24- stop nuts
30- pull rope 40- support frame 50- pylon 60- counterweight beam slabs
Embodiment
For ease of understanding, here in connection with accompanying drawing 1-4, the concrete structure and working method of the present invention are retouched further below
State：
Shown in concrete structure reference picture 1 of the present invention, its agent structure is by pylon 50, support frame 40, steel platform 10 and anchor
Ring 20 is formed.Wherein, steel platform 10 can use platform architecture as shown in Figure 4, and by the way that the fixing end of steel platform 10 is extended
Shelved to structure floor a upper faces at counterweight beam slab 60, it is affixed to form bolt between the two.As for encorbelmenting for steel platform 10
Section 11, then outside the balcony for extending current layer structure floor, so as to realize material shelve and transfer operation.
On the basis of said structure, as shown in Figure 1, the present invention is arranged symmetrically first at the both sides of steel platform 10 and hung
Ear unit 11a and the second hanger unit 11b, the one end of hanger so as to affixed pull rope 30 is set respectively at two groups of hanger units.
Each hanger should use HPB235 reinforcement fabrications, and throat depth is not less than 0.6mm, two-sided full weld, and length meets job specfication, ear
Side polishing prevents from cutting rope.In addition, on the exterior wall b of current layer structure floor and the face balcony of last layer structure floor,
The preformed hole c through exterior wall b walls is just reserved when making；And it is matched, the present invention is also devised with as shown in Figure 2
Dismountable anchor ring 20, to be assemblied at any time in preformed hole c.During practical operation, by first by such as Fig. 2-3 institutes of anchor ring 20
That shows is assemblied in preformed hole c, so as to realize fixing function of the anchor ring 20 with respect to exterior wall b, afterwards again by the end of pull rope 30
It is fixed at anchor ring 20, to realize the stretching fixing function of the section 11 of encorbelmenting of relative steel platform 10.The specific configuration of anchor ring 20 is then
As Figure 1-3, including two groups of pads, two groups of clamp nuts, one group of stop nut 24 and one end as main structure body carry
Closed loop sockets screw rod 21；Exerting pressure by clamp nut during operation so that two groups of pads tightly press from both sides from preformed hole c both ends
Exterior wall b is held, finally realizes fixation purpose of the anchor ring 20 with respect to exterior wall b.Fig. 2 between anchor ring 20 and preformed hole c be present and two kinds of Fig. 3 matches somebody with somebody
Conjunction mode, it is only to be used as the anchor point of fixed tractive 30 to differ only in anchor ring 20, it is desired nonetheless to spacing anchor point
With two kinds of functions of fixing point of fixing support rack 40；The former can use Fig. 3 structures, and the latter uses Fig. 2 structures.In addition,
The plate face area more than the first pad 23a that second pad 23b plate face area can just manufacture in place of design, further to carry
Rise affixed reliability of the anchor ring 20 with respect to exterior wall b.
When carrying out aforesaid operations, it shall be noted that：When pull rope 30 designs, it is desirable to which duplex type shares, namely a pull rope
30 include the main rope in outside and inner side safety rope, and two rope bodies are made of the steel wire ropes of φ 21.5.Often end uses rope Ka Kegen to main rope
Set according to associated documents code requirement, auxiliary rope often with four ropes blocked by end.Each buckle interval is according to 6 to the 7 of the diameter of pull rope 30
It is equidistantly positioned again, afterbody buckle is reserved as 15cm from the spacing of fag end, and Ka Gai is then towards main rope installation, and tightened up with rope card.
Pull rope 30 and anchor ring 20 and hanger connecting portion, to prevent the mill of pull rope 30 from cutting, antifriction safeguard structure can be designed.And steel is put down
When platform 10 is installed, installation site first is hung to tower crane, then fixes the fixing end of platform and counterweight beam slab 60, it is rear using traction
Restrict 30 drawknots so that the system is concordant with current structure floor a, then adjust steel platform 10 outer side edges it is more slightly higher than inner side edge
150mm；After 30 comprehensive fixation of pull rope, you can use.
For the functional reliability of the further lifting present invention, the present invention is also devised with foot-abutment at the bottom surface of steel platform 10
Beam 11c.Foot-abutment beam 11c uses channel steel support, and the back side of channel-section steel is towards at the outside metope of the balcony of current structure floor.When
When section of encorbelmenting 11 is shelved without material, foot-abutment beam 11c should have gap between above-mentioned outside metope, to avoid touching by mistake.When encorbelmenting
Section 11 at lie on the table material when, the stress of section of encorbelmenting 11 pushes, and the bottom surface of steel platform 10 starts to touch balcony edge, now foot-abutment beam
11c also just because of the pressing action of above-mentioned steel platform 10 and face is resisted against at the outside metope of balcony, so as to realize that relative steel is put down
The auxiliary load function of platform 10.Foot-abutment beam 11c setting so that original direct pressing of steel platform 10 simultaneously scrapes balcony edge, turns
It is changed into reliable operation of the steel platform 10 with respect to the uniform application, not only whole steel platform 10 of metope on the outside of balcony edge and balcony
Property and service life are higher, and security is more preferable, and the service life of pull rope 30 is higher, while the Scrap marks on balcony surface are less complete
Completely without Scrap marks, later stage finishing of being more convenient for.
In fact, preformed hole c and anchor ring 20 function not only as the anchoring piece of pull rope 30 and existed, while phase is also had concurrently
To the function of the fixture of pylon 50.On the one hand, anchor ring 20 tenses steel platform 10 by pull rope 30；On the other hand, such as
Shown in Fig. 1, anchor ring 20 also uses as the fixture of support frame 40, so that support frame 40 can be by mounting hole and steady
Solid be fixed on exterior wall b.After 40 affixed stabilization of support frame, it is extended by the way that the top vertical in support frame 40 is upward
Pylon 50, and then realize the security protection effect to being constructed at last layer structure floor, it is clear that achieve many things at one stroke.
To sum up, the degree of modularity of the invention possessed is high, safety in utilization is strong, simple and efficient to handle and low manufacture cost
Advantage.Pylon 50, support frame 40, anchor ring 20, pull rope 30 and steel platform 10 can design and form standard, to facilitate reality
Manufacture.And in practical operation, then can be by whole pylon 50, support frame 40, anchor ring 20, pull rope 30, counterweight beam slab
60 and the assembling of steel platform 10 form single piece, so as to realize the same liter of relatively each Rotating fields floor with dropping operation, each anchor ring 20 and
Assembly parts are reused, and assembly and disassembly are also extremely convenient, and its efficiency of construction can be also obviously improved.
Claims (10)
1. a kind of modularization ready-package discharging for assembled architecture and outer protection integrated system, including steel platform (10),
Structure floor (a) upper face of the fixing end of the steel platform (10) along current layer is disposed to extend；The other end of steel platform (10)
Then stretched out with the opposite direction of fixing end bearing of trend outside the balcony of the Rotating fields floor so as to be formed for placing the outstanding of material
Choose section (11)；It is characterized in that：Exterior wall (b) wall is provided with preformed hole on exterior wall (b) at each Rotating fields floor
(c)；The system includes the anchor ring (20) being arranged in preformed hole (c), and the anchor ring (20) includes socketing screw rod (21), the drawing
It is loop-like screw thread rod-like structure that screw rod (21) profile, which is connect, in one end；Screw rod (21) is socketed to penetrate in preformed hole (c), and pre-
The equal screw thread at screw rod (21) shaft that sockets at (c) two nose end of boxing out is combined with clamp nut, to cause twice clamp nut to exist
Opposite force is fixed on exterior wall (b) place so as to socket screw rod (21) on axial direction；The both sides of section of encorbelmenting (11) are arranged symmetrically hanger,
In hanger and socket both pull ropes (30) of connection are set between the loop-like end of screw rod (21)；The system also includes support
Frame (40), support frame as described above arrange mounting hole on (40), socket screw rod (21) and penetrate the mounting hole and will be propped up by clamp nut
Support (40) compresses and is fixed on preformed hole (c) place；The mesh screen tabular of safety protection function has been connected with the top of support frame (40)
Pylon (50), pylon (50) along vertical to extend upwardly to relative steel platform (10) where floor last layer structure building
At the balcony of plate.
2. the modularization ready-package discharging according to claim 1 for assembled architecture and outer protection integrated system,
It is characterized in that：Support frame (40) constructs for right-angle prismatic cylindrical frame type, faceted pebble point where the twice straight flange of support frame (40)
Gou Cheng not exterior wall binding face and pylon mating surface；It is disposed with along the rib length direction of support frame (40) on exterior wall binding face
Twice mounting hole, and using the twice mounting hole as one group of installation unit, the installation unit is two groups and along vertical to outside
Sequentially arranged on wall binding face.
3. the modularization ready-package discharging according to claim 1 for assembled architecture and outer protection integrated system,
It is characterized in that：Using the clamp nut positioned at the loop-like end for socketing screw rod (21) as the first clamp nut (22a), it is located at
The clamp nut for socketing the direct rod shape end of screw rod (21) is the second clamp nut (22b)；The anchor ring (20) also includes set
Located at the first pad (23a) and the second pad (23b) socketed at screw rod (21) shaft；First pad (23a) sandwiched
Between support frame (40) and the first clamp nut (22a)；Second pad (23b) is located in exterior wall (b) and compressed with second
Between nut (22b)；Screw thread cooperation is gone back on one section of thread segment for socketing screw rod (21) in the outside of the second clamp nut (22b)
There is the stop nut (24) of mechanical locking functions.
4. the modularization ready-package discharging according to claim 3 for assembled architecture and outer protection integrated system,
It is characterized in that：First pad (23a) and the second pad (23b) profile are in discoideus or square plate shape, the second pad
The plate face area of (23b) is more than the plate face area of the first pad (23a).
5. the modularization ready-package discharging according to claim 3 for assembled architecture and outer protection integrated system,
It is characterized in that：To be symmetrically arranged in two hangers of section of encorbelmenting (11) both sides as one group of hanger unit, the hanger unit is
Two groups and sequentially arranged along the bearing of trend of steel platform (10)；To be relatively distant from one group of hanger unit of structure floor (a) as
One hanger unit (11a), and corresponding another group of hanger unit is the second hanger unit (11b)；First hanger unit (11a) is logical
Cross pull rope (30) and be anchored in anchor ring (20) place at exterior wall (b) place of last layer structure floor, and the second hanger unit (11b)
Anchor ring (20) place at exterior wall (b) place of current layer structure floor is anchored in by pull rope (30).
6. modularization ready-package discharging for assembled architecture and outer protection according to claim 1 or 2 or 3 or 4 or 5
Integral system, it is characterised in that：The bottom surface of the steel platform (10) is in that side where end is laterallyd secure where section of encorbelmenting (11)
The inclined plane structure that height gradually reduces, the both sides normal throw of steel platform (10) is 150mm.
7. the modularization ready-package discharging according to claim 6 for assembled architecture and outer protection integrated system,
It is characterized in that：A foot-abutment beam (11c) is connected with the bottom surface of steel platform (10), the foot-abutment beam (11c) is parallel current
The beam body of the outside metope of balcony and foot-abutment beam (11c) is horizontally disposed with Rotating fields floor；Thing is shelved with when steel platform (10) is interior
During material, section of encorbelmenting (11) stress of steel platform (10) pushes and so that foot-abutment beam (11c) face is resisted against the external wall of the balcony
At face；When steel platform (10) is in idle state, foot-abutment beam (11c) returns back to initial position so as to the outside with above-mentioned balcony
There is fit clearance between metope.
8. the modularization ready-package discharging according to claim 7 for assembled architecture and outer protection integrated system,
It is characterized in that：Place is folded between the structure floor (a) of layer where the fixing end and steel platform (10) of the steel platform (10)
One piece of counterweight beam slab (60), the counterweight beam slab (60) are held on structure floor (a) and form bolt between the fixing end
Affixed cooperation.
9. modularization ready-package discharging for assembled architecture and outer protection according to claim 1 or 2 or 3 or 4 or 5
Integral system, it is characterised in that：The pull rope (30) is Ф 21.5mm steel wire rope, and the both ends of pull rope (30) pass through rope
Fixing schedules corresponding fixed position.
10. according to claim 1 or 2 or 3 or 4 or 5 for the modularization ready-package discharging of assembled architecture and outer anti-
Protecting integrated system, it is characterised in that：Pull rope (30) is 45~60 ° with horizontal plane angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201710748970.3A CN107338965A (en) | 2017-08-28 | 2017-08-28 | The discharging of modularization ready-package and outer protection integrated system for assembled architecture |
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| CN201710748970.3A CN107338965A (en) | 2017-08-28 | 2017-08-28 | The discharging of modularization ready-package and outer protection integrated system for assembled architecture |
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| CN107338965A true CN107338965A (en) | 2017-11-10 |
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| CN201710748970.3A Pending CN107338965A (en) | 2017-08-28 | 2017-08-28 | The discharging of modularization ready-package and outer protection integrated system for assembled architecture |
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Application publication date: 20171110 |