CN207110500U - The discharging of modularization ready-package and outer protection integrated system for assembled architecture - Google Patents

Abstract

The utility model 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

The discharging of modularization ready-package and outer protection integrated system for assembled architecture

Technical field

The utility model belongs to technical field of building construction, and in particular to a kind of modularization fast-assembling for assembled architecture Formula discharging 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 this utility model is to overcome above-mentioned the deficiencies in the prior art, there is provided a kind of rational in infrastructure and practical is used for The modularization ready-package discharging of assembled architecture and outer protection integrated system, its degree of modularity is high, safety in utilization is good, behaviour Make simple and efficient and low manufacture cost, integrally can also companion while the original function of discharging platform and outer protector is had concurrently With building structure operation with same drop is risen, so as to be obviously improved practice of construction progress.

To achieve the above object, the utility model 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 Where extending upwardly to relative steel platform at the balcony of the last layer structure floor of layer.

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 utility model are：

1), the utility model provides a kind of construction material that has concurrently to match that can be constructed with assembled arthitecutral structure and transported The Intergration system of defeated all rotating functions and outer safeguard function.The system is built on the basis of steel platform is retained using assembled The prefabricated characteristic for each module built, so as to just design preformed hole on exterior wall in advance when exterior wall pours.Later stage passes through assembling Supporting dismountable anchor ring with preformed hole, and then form dismountable anchor point.On the one hand the anchor point is used as discharging platform Anchor point, provide construction material vertical transport needs so as to coordinate steel platform for assembled arthitecutral structure construction.The opposing party Face, the 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 The firm installation purpose of the pylon of protection face.Due to above-mentioned anchor ring or even the detachability of whole system, not only cause whole Platform overall same rise can be reused with building structure operation with drop, each anchor ring, steel platform or even pylon etc., no Only cost is lower, and assembly and disassembly are also more convenient.Simultaneously, once anchor ring is removed, preformed hole is only left at exterior wall, so as to hinder Fit up and operate to the later stage, 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, production cost of the present utility model also can be further reduced, and Synchronous lifting its dress With flexibility.

4), as another emphasis structure of the present utility model, the utility model is at the bottom surface of steel platform close to balcony Outside metope and a horizontal foot-abutment beam is set.The setting of foot-abutment beam, play assistance stress and share things posited at steel platform The function of lower pressure during material, this can effectively be avoided the section of encorbelmenting of steel platform directly by lower pressure and push down balcony edge with all strength Caused balcony scrapes damage situation, while is also beneficial to the stress for reducing pull rope, so as to lift the actual use longevity of pull rope Life.And in actual design, it is desirable to when section of encorbelmenting does not stress, coordinate tilting steel platform layout, whole steel platform can be caused Balcony edge is left under the Action of Gravity Field of the counterweight beam slab of fixing end, foot-abutment beam should also be as between having between metope on the outside of balcony Away from so as to avoid balcony when steel platform is left unused by extra scraping situation.When encorbelmenting section stress, one side steel platform is natural Push and apply pressure to balcony, on the other hand then by the face adhibition of foot-abutment beam, and cause a part of material pressure by foot-abutment beam Undertaken, and then 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 working state schematic representation of the present utility model；

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 utility model 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, to entering one below concrete structure of the present utility model and working method work Step description：

Shown in the utility model concrete structure reference picture 1, 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 by the fixing end of steel platform 10 Extend at structure floor a upper faces and shelve at counterweight beam slab 60, it is affixed to form bolt between the two.As for steel platform 10 Section of encorbelmenting 11, then outside the balcony for extending current layer structure floor, so as to realize material shelve and transfer operation.

As shown in Figure 1 on the basis of said structure, the utility model is arranged symmetrically the at the both sides of steel platform 10 One hanger unit 11a and the second hanger unit 11b, hanger is set respectively so as to the one of affixed pull rope 30 at two groups of hanger units End.Each hanger should use HPB235 reinforcement fabrications, and throat depth is not less than 0.6mm, two-sided full weld, and length and meets construction rule Model, in one's ear polishing prevent from cutting rope.In addition, in current layer structure floor and the exterior wall of the face balcony of last layer structure floor On b, the preformed hole c through exterior wall b walls is just reserved when making；And it is matched, the utility model is also devised with Dismountable anchor ring 20 as shown in Figure 2, to be assemblied at any time in preformed hole c.During practical operation, by first by anchor ring 20 Being assemblied in preformed hole c as Figure 2-3, so as to realize fixing function of the anchor ring 20 with respect to exterior wall b, afterwards again by pull rope 30 end is fixed at anchor ring 20, to realize the stretching fixing function of the section 11 of encorbelmenting of relative steel platform 10.The tool of anchor ring 20 Body construction then as Figure 1-3, including two groups of pads, two groups of clamp nuts, one group of stop nut 24 and as main structure body One end sockets screw rod 21 with closed loop；Exerting pressure by clamp nut during operation so that two groups of pads are tightly from preformed hole c Both ends clamping exterior wall b, finally realize fixation purpose of the anchor ring 20 with respect to exterior wall b.Exist between anchor ring 20 and preformed hole c Fig. 2 and Two kinds of fit systems of Fig. 3, 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 Two kinds of functions of fixing point of spacing anchor point and 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 the second pad 23b plate face area can just manufacture in place of design, Further to lift 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.

Further to lift functional reliability of the present utility model, the utility model at the bottom surface of steel platform 10 also It is designed with foot-abutment beam 11c.Foot-abutment beam 11c uses channel steel support, and the back side of channel-section steel towards current structure floor balcony it is outer At side wall.When section 11 of encorbelmenting is shelved without material, foot-abutment beam 11c should have gap between above-mentioned outside metope, to avoid Touch by mistake.Lain on the table at section 11 of encorbelmenting material when, the stress of section of encorbelmenting 11 pushes, and the bottom surface of steel platform 10 starts to touch balcony side 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 the auxiliary load function of relative steel platform 10.Foot-abutment beam 11c setting so that original direct pressing of steel platform 10 is simultaneously scraped Balcony edge is wiped, is changed into uniform application of the steel platform 10 with respect to metope on the outside of balcony edge and balcony, not only whole steel is put down The functional reliability and service life of platform 10 are higher, and security is more preferable, and the service life of pull rope 30 is higher, while balcony surface Scrap marks less entirely 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 utility model possesses the degree of modularity is high, safety in utilization is strong, simple and efficient to handle and cost of manufacture The advantages of low.Pylon 50, support frame 40, anchor ring 20, pull rope 30 and steel platform 10 can design and form standard, with side Just actual production makes.And in practical operation, then can by whole pylon 50, support frame 40, anchor ring 20, pull rope 30, match somebody with somebody Weight beam slab 60 and the assembling of steel platform 10 form single piece, drop operation, each anchor so as to realize that the same liter of relatively each Rotating fields floor is same 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.